City Commission Packet 01-12-2021

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      CITY OF MUSKEGON
        CITY COMMISSION MEETING
          JANUARY 12, 2021 @ 5:30 P.M.
     MUSKEGON CITY COMMISSION CHAMBERS
    933 TERRACE STREET, MUSKEGON, MI 49440
                REMOTE MEETING


                                   AGENDA

□      CALL TO ORDER:
□      ROLL CALL:
□      HONORS/AWARDS/PRESENTATIONS:
    A. Lead Grant Summary
□      PUBLIC COMMENT ON AN AGENDA ITEM:
□      CONSENT AGENDA:
    A. Approval of Minutes       City Clerk
    B. FY2020-21 Sewer Rate Adjustment         Finance
    C. Western Market Rent       City Clerk
    D. Electricity Upgrade at Western Market             City Clerk
    E. Special Event Fees        City Clerk
    F. Non-Union PT and LT Wage Matrix         EEO & Employee Relations
    G. Extension of Temporary Employment Services Agreement           EEO &
       Employment Relations
    H. Vinyl Siding Installer Contracts for FY 2020      CNS
    I. Transmittal of 06/30/2020 Comprehensive Annual Financial Report
             Finance
    J. Obsolete Property Rehabilitation Certificate – Chart House Energy – name
       change to Chart House Energy Opportunity Fund, LLC Planning
    K. Alley Vacation – Art Museum      Planning
    L. Sale – 219 Merrill Avenue        City Manager


                                           Page 1 of 3
    M. Sale – 275 Mason Avenue                    City Manager
    N. Sale – 346 Mason Avenue                    City Manager
    O. Convention Center Agreements                        City Manager
    P. Marshall Street Elevated Tank Painting                        Public Works – Filtration
    Q. As – Needed Forestry Services Public Works
    R. Police Cruiser Replacement                 Equipment
    S. PILOT Village at Jackson Hill              Planning
    T. Paid Parking Policy – Development Services                            Development Services
    U. Changes to the Fee Schedule for Paid Parking at Beaches
       Development Services
    V. Sale – 352 Mason Avenue                    City Manager
□      PUBLIC HEARINGS:
    A. Lakeside BID Special Assessment Roll Public Hearing and Resolution
       Economic Development
□      UNFINISHED BUSINESS:
□      NEW BUSINESS:
    A. Amendment to the Marihuana Facilities Overlay District – 965 W Western,
       920 Washington Ave, and 1330 Division St Planning
    B. Amendment to the Marihuana Facilities Overlay District – 420 Harvey
       Street (1) Planning
    C. Amendment to the Marihuana Facilities Overlay District – 420 Harvey
       Street (2) Planning
    D. Hartford Terrace Development Agreement Development Services
    E. Housing Commission Ordinance Amendment                                Development Services
    F. Street Vacation – Harbor 31                Planning
    G. Amendment to the PUD at Harbor 31 Planning
□      ANY OTHER BUSINESS:
□      PUBLIC COMMENT:
►      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.)



                                                       Page 2 of 3
□      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 3 of 3
                     Agenda Item Review Form
                      Muskegon City Commission

Commission Meeting Date: January 12, 2021             Title: Lead Grant Summary

Submitted By: Sharonda Carson                         Department: Community & Neighborhood
                                                      Services

Brief Summary: Staff will present a summary of the lead grant program




Detailed Summary:




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

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

Recommended Motion: N/A

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


For City Clerk Use Only:
Commission Action:
                              Lead Safe Muskegon Program



Program Funding from Medicaid Children’s Health Insurance Plan (CHIP) dollars

Funding covers the objectives of

       Education & Engagement
       Investigations
       Abatement

Administered by the Michigan Department of Health and Human Services (MDHHS)

Local program managed by Sharonda Carson, Community Development Specialist for the Community
and Neighborhood Services Department

City awarded $880,000 in October 2019, and another $880,000 in October 2020

Program has successfully serviced 26 homes within Muskegon County, totaling about $730,000

A map showing each project location and cost can be accessed here
                     Agenda Item Review Form
                      Muskegon City Commission

Commission Meeting Date: January 12, 2021         Title: Approval of Minutes

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

Brief Summary: To approve the minutes of the December 7, 2020 Worksession and December 8,
2020 Regular City Commission Meetings.




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, December 7, 2020
                                  5:30 pm
                         City Commission Chambers
                              REMOTE MEETING

                                       MINUTES

2020-90

Present: Mayor Gawron (Muskegon, MI), Vice Mayor Hood (Muskegon, MI),
Commissioners Rinsema-Sybenga (Muskegon, MI), Emory (Muskegon, MI), Johnson
(Muskegon, MI), Ramsey (arrived at 6:00 p.m. – Muskegon, MI), and German
(Muskegon, MI).

Absent: None.

Commission Chambers Electronics Update – City Clerk
The City Clerk updated the Commissioner on the project of updating the commission
chambers audio and visual equipment to enhance the training experience for our
election inspectors. Keith Roelfsema and Ward LaDuke from Vizidef explained what is
being done. Commissioners can expect better video, better video quality, better video
reliability, as well as a better audio experience for all. Vizidef recommends using
YouTube for our streaming service for several reasons – their platform is specifically
designed for sharing video.

Village at Jackson Hill PILOT – Planning
General Capital (“GCG”) is under contract to purchase the Village at Jackson Hill, a 40-
unit senior tax credit apartment complex constructed about 15 years ago at 557
McLaren Avenue. GCG intends to apply to MSHDA for 9% tax credits to rehabilitate the
project. In order for the project to receive a high enough score to be competitive to
receive an allocation of credits, they are asking that the City consider adopting a new
PILOT for the program. The existing 4% PILOT terminates in 2027 and MSHDA
requires a PILOT with a longer term to receive the PILOT points.

If successful in receiving a tax credit award, GCG intends to rehabilitate the project.
They anticipate spending approximately $48,000 per unit in hard construction costs.
The rehabilitation will include creating visitable and truly handicap accessible units. In
addition, if successful in receiving an award of the credits the Area Median Income
(“AMI”) unit mix of the project will expand. Currently, the project has 2 60% AMI units,
18 45% AMI units, and 20 40% AMI units. With a new tax credit award, the unit AMI mix
will shift to 5 units at 30% AMI, 5 units at 40% AMI, 1 unit at 50% AMI, 16 units at 40%
AMI, and 13 units at 80% AMI.

With the change in unit mix the gross potential rental revenue at the project will increase
from approximately $260,000 to $330,000. This increase will happen over time, as the
current tenants will not be displaced. Rents will increase in the same manner they have
in the past. As new tenants take occupancy, the rents will increase to the new AMI
limits.

The current owners are paying a 4% PILOT and it expires in 2027. GCG is requesting to
extend the PILOT 25 years (until 2046) and is willing to adjust the PILOT payments to
include a municipal services fee.

Jake Eckholm, Economic Development, provided a summary of the project to the City
Commission. Josh Haffron, GCG, also provided information on the project.

Discussion took place.

Body Camera Purchase – Public Safety
The Public Safety Department (Police) is requesting permission to purchase
Motorla/WatchGuard Body Worn Cameras and In-Car Video Systems for our marked
police cars.

The Public Safety Department (Police) is requesting to contract with
Motorola/WatchGuard to purchase seventy (70) body worn cameras to be worn by
Muskegon Police Offices. In order to integrate our systems, twenty-four (24) in car video
systems will also be purchased, replacing our current L-3/SafeFleet in car systems. We
will be able to merge audio/video files from both body worn camera and in-car video to
be stored and viewed in one file. We would not have this capability if we stayed with L-
3/SafeFleet’s product. In consulting with IT, we were experiencing more long term
technical issues with the performance of our current L-3/SafeFleet product and it was
recommended we upgrade to the Motorola/WatchGuard system. We were able to
negotiate a significant discount to cover the remaining product life of our current system.

Public Safety Director – Chief Jeff Lewis, Captain Dennis Lord, and Mike Muskovin from
Motorola provided an overview of the request and answered questions from the
Commission.

Discussion ensued. This item will be placed before the Commission on Tuesday,
December 8, 2020 for consideration.

Paid Parking Proposal – Development Services
Staff is seeking input on the proposal for paid parking at the city’s beach parks for 2021.
The proposal includes staff recommendations for General Information, Residents/Non-
Residents, Rates, Enforcement, and Communication.
Commissioners made suggestions, asked questions, and discussed the proposal.

Staff will do more work on the proposal to attempt to incorporate recommendations from
the discussion. Another proposal will be presented at a later date.

Convention Center Naming Rights – City Manager
Staff is seeking approval of two agreements: authorizing the City to enter into the
Convention Center Naming Rights and Sponsorship Agreement with VanDyk Mortgage
Corporation; and approving corresponding amendment to the Convention Center
Management Agreement with Parkland.

In an effort to raise additional capital to ensure the highest quality convention center
without levying additional taxes or fees, on November 26, 2019, staff was authorized to
identify strategic advertising partners within the new convention center, the goal was to
raise at least $1 Million over a period not to exceed 20 years.

Staff is pleased to present a naming-rights agreement with VanDyk Mortgage that will
generate $150,000 annually for the next 10 years. Over that 10-year period, the city will
net approximately $1 Million after paying sellers commissions, installing signage, and
compensating Parkland $2,000 per month for convention center operation costs
associated with the VanDyk Agreement. The net income from the initial sponsor
commitment has exceeded expectations and will be used to offset approximately $2
Million in unexpected cost overruns at the facility. Staff intends to seek out other
strategic partners to name/sponsor interior signage.

City Manager Frank Peterson provided a summary of the request for approval of
Convention Center Naming Rights agreement. This item will be considered at the
regular City Commission meeting on Tuesday, December 8, 2020.

Parkland Properties Marina Agreement – City Manager
Staff is seeking approval of the development agreement with Parkland Properties to
construct a dry marina on property mutually encumbered by the City of Muskegon and
Parkland Properties.

Many years ago, as part of the development of the SPX corporate headquarters, a
piece of the land was encumbered for mutual benefit of the property owner and the
public. The result of the agreement is that the land be perpetually used as a parking lot.
Over time, the hotel was developed and the ownership interests of SPX now belong to
Parkland Properties. In an effort to find a higher and better user for the property, staff
worked with Parkland Properties to create a development agreement that results in
redevelopment of the site to accommodate a dry marina and replace the public parking
spaces along the Terrace Point Drive median. The development would also include the
construction of townhomes overlooking Terrace Point Drive and the Shoreline Inn.

The Developer will invest in excess of $4 Million in initial costs to construct the dry
marina and improve the parking along Terrace Point Drive from Shoreline drive to the
Terrace Pointe Traffic Circle. The Developer will also invest in excess of $5 Million in
new residential development on the Parkland-owned property located at 650 Terrace
Point Drive. The project could take as long as 5 years, depending on State and Federal
approval processes.

City Manager Frank Peterson and John Rooks, owner of Parkland Properties, provided
a summary of the proposed agreement. Discussion took place. This item will be
considered at the regular City Commission meeting on Tuesday, December 8, 2020.

Public Comments – No Public Comments were received.

The Worksession Meeting adjourned at 7:52 p.m.


                                         Respectfully Submitted,




                                         Ann Marie Meisch, MMC – City Clerk
     CITY OF MUSKEGON
       CITY COMMISSION MEETING
          DECEMBER 8, 2020 @ 5:30 P.M.
   MUSKEGON CITY COMMISSION CHAMBERS
  933 TERRACE STREET, MUSKEGON, MI 49440
              REMOTE MEETING


                                  MINUTES

The Regular Commission Meeting of the City of Muskegon was held
electronically with the Mayor, Vice Mayor and Commissioners participating via
Zoom – a remote conferencing service, Clerk staff present at 933 Terrace Street,
Muskegon, MI at 5:30 p.m., Tuesday, December 8, 2020.
ROLL CALL FOR THE REGUAR COMMISSION MEETING:
Present:     Mayor Stephen J. Gawron (Muskegon, MI), Vice Mayor Eric Hood
(Muskegon, MI) Commissioners Ken Johnson (Muskegon, MI), Dan Rinsema-
Sybenga (Muskegon, MI), Willie German, Jr. (Muskegon, MI), Teresa Emory
(Muskegon, MI), and Michael Ramsey (Muskegon, MI), City Manager Frank
Peterson, City Attorney John Schrier, and City Clerk Ann Meisch.
HONORS/AWARDS/PRESENTATIONS:
   A. 2016-2021 Vision Update
City Manager, Frank Peterson, shared a presentation with the City Commission
to update all on the progress of goals and visions that were identified by the City
Commission in January 2016. The goals fall into four distinct areas of housing,
image, quality of life, and revitalizing revenue.
PUBLIC COMMENT ON AN AGENDA ITEM:            Public comments received.
2020-91     CONSENT AGENDA:
   A. Approval of Minutes       City Clerk
SUMMARY OF REQUEST: To approve the minutes of the November 24, 2020
Regular City Commission Meeting.
STAFF RECOMMENDATION:           To approve the minutes.
   B. Gaming License Request from Muskegon Pregnancy Services City Clerk
SUMMARY OF REQUEST: Muskegon Pregnancy Services is requesting a resolution


                                         Page 1 of 17
recognizing them as a non-profit organization operating in the City for the
purpose of obtaining a raffle license.
STAFF RECOMMENDATION:           To approve the request from Muskegon
Pregnancy Services to be recognized as a non-profit operating in the City for
the purpose of obtaining a raffle license.
   C. MERS Defined Contribution Plan Adoption Agreements Addendum
      Finance
SUMMARY OF REQUEST: MERS of Michigan, our Pension Plan Administrator, is
asking all clients to complete and update plan adoption agreements so they
can ensure the details of our plans are accurately documented. Staff is seeking
your approval of the Defined Contribution Plan Agreement Addendums
presented.
MERS of Michigan is asking the City of Muskegon to review and update our
Defined Contribution Plan Adoption Agreements for each of our seven division,
Non-Union, Clerical, 517m DPW, Police Patrol, Command and Fire. I have
attached the Plan Adoption Agreement Addendums for each division. Please
note we have not changed any of the provisions of our plans, this is a MERS
request so they can ensure accuracy.
STAFF RECOMMENDATION:    To approve the MERS Contribution Benefit Plan
Adoption Agreement Addendums as presented.
   D. Non-Union Pay/Benefits City Manager
SUMMARY OF REQUEST: Staff is seeking approval of the 2021 Non-Union
Employee Wage and Benefit Program as detailed below.
The following changes are proposed:
      1. With CPI below 1% and unknown long-term impacts of COVID-19, we
         are seeking an equivalent 0.75% lump sum payment to all non-union
         staff in lieu of a cost-of-living adjustment. The payments would be
         equalized so all eligible employees received the same lump sum
         amount of $500. Based on 52 eligible employees, the total cost of this
         benefit is estimated at $26,000, plus applicable payroll taxes and
         benefits equal to $5,200.
      2. Every March, employees are able to cash out a portion of the value of
         their accrued and unused sick time. To receive the full value, the
         employee is required to deposit the proceeds directly into a retirement
         savings account or a dependent college savings fund. We are asking
         to make an exception this year and remove the requirement to invest
         those funds into either of those savings accounts. This should be cost-
         neutral to the city. We would recommend that this be a one-year
         benefit change.


                                         Page 2 of 17
No budget amendment will be necessary.
AMOUNT REQUESTED:        $31,200      AMOUNT BUDGETED:          $31,200
FUND OR ACCOUNT:         Various
STAFF RECOMMENDATION:         To approve the non-union pay employee wage
and benefit program as detailed.
   F. Beach Warning System Public Works
SUMMARY OF REQUEST: Authorize staff to contract with SwimSmart Warning
Systems to provide and install a beach warning system at Pere Marquette Park
and to contract with Windemueller Electric to provide electrician services to
assist with the installation.
Staff has been working on the proposal with Jacob Soter from SwimSmart
Warning Systems that will include installation of beach hazard warning systems
at two locations within Pere Marquette Park. The locations will be at the
bathhouse and at the kite shack building. At each location a wood pole will be
installed with a dome light mounted to the pole, in addition a smaller set of lights
will be mounted on the side of the building facing out towards the parking lot.
The pole mounted light will be a red strobe light that will blink only during high
hazard days on the beach, and we can install a shield if needed to shield the
east side of the lights away from the houses along Beach Street though I would
propose to do this later only if it becomes an issue. Based on preliminary
information the two lights will provide a visual cue for the area from the Water
Filtration Plant north to the Breakwater arms. No audible warning is included. The
building mounted light will be a smaller three colored light in red/yellow/green
that will indicate the NOAA supplied swim conditions for the day. The building
mounted lights are smaller and meant to provide information to beach users as
they move from the parking areas to the beach. Both lights will be wired into the
electric service at each building and will be automatically controlled based on
information provided through the NOAA website. This system will provide
immediate updates supported by NOAA on a consistent basis and eliminate the
need for staff to continuously monitor and adjust throughout the day.
If approved the system would be proposed for installation in the Spring of 2021
and operational for beach season.
Funding is proposed to be drawn from the Parks Department Contractual
Services budget that is currently under budget based on the reduced expenses
incurred to date during the current fiscal year.
AMOUNT REQUESTED:        $13,600      AMOUNT BUDGETED:          $0
$7,600 SwimSmart Warning Systems
$6,000 Windemueller Electric


                                          Page 3 of 17
FUND OR ACCOUNT:        101-70751-5346
STAFF RECOMMENDATION:         Authorize staff to contract with SwimSmart Beach
Warning Systems and Windemueller Electric for the installation of a beach
hazard warning system at Pere Marquette Park.
   G. CZM Grant Application Public Works
SUMMARY OF REQUEST: Authorize staff to submit a grant application to the
Michigan Department of Environment, Great Lakes, and Energy (MDEGLE)
through the Coastal Zone Management Program and provide resolution of
support along with a commitment of matching funds.
The State of Michigan is making available funding through the Coastal Zone
Management (CZM) program to assist communities in supporting Great Lakes
Coastal Zones. Staff would like to pursue a grant application within the program
which requires a 50/50 match. The grant application would be focused on
Grand Trunk Access Site.
If awarded the grant would be used to fund completion of design plans related
to the attached improvements that were previously submitted for an MDNR
Land and Water Conservation Fund Grant which was later retracted. The
proposed plan represents an overall investment of approximately $1.5 Million
dollars into improvements at the site and would be a potential project for
multiple MDNR and USFWS grant opportunities. The estimated cost to prepare
design plans is $100,000.
The goal of the grant would be to prepare a further refined and biddable
design that could be used to pursue additional grant funding opportunities
related to the construction of the proposed improvements for the site.
The earliest grant funding would be available is October 1, 2021 so any match
dollars would be required within the 21/22 budget year.
Submission of the grant application requires a commitment of matching funds
and resolution of support from the City Commission.
AMOUNT REQUESTED:       $50,000      AMOUNT BUDGETED:         $50,000 (FY21/22)
FUND OR ACCOUNT:        404
STAFF RECOMMENDATION:            Approve staff to submit a Coastal Zone
Management Grant through the State of Michigan Department of Environment,
Great Lakes, and Energy for improvements at Grand Trunk Access site and
authorize the clerk to sign the resolution providing for support and commitment
of matching funds.
   H. DWAM Grant Application         Public Works
SUMMARY OF REQUEST: Authorize staff to submit a grant application to the
Michigan Department of Environment, Great Lakes, and Energy (MDEGLE)

                                         Page 4 of 17
through the Drinking Water Asset Management Program.
The State of Michigan is making available funding through the Drinking Water
Asset Management (DWAM) program to assist communities in supporting the
goals of asset management. Staff would like to pursue a grant application in the
first quarter (due by January 1). Staff is still working to finalize the details of the
application but it will likely include some or all of the following items:
          •   Condition verification, and GPS point collection of all hydrants and
              valves and incorporation into city GIS system for improved record
              keeping and maintenance.
          •   Field verification of lead service lines. Assistance to perform
              excavation and physical verification of questionable areas to guide
              future investment.
          •   Updates to the water main information in the GIS System. The
              sanitary sewer and storm sewers were nearly fully collected during
              the previous funding cycle (SAW). This would get our water system
              at or above the same level of accuracy.
          •   Update to the system wide hydraulic model. Perform routine
              update to the hydraulic model that helps identify solutions to
              problem areas and guide future investment to maximize efficiency.
          •   Update to the financial analysis and verification of rate study for
              future years.
The funding for this program comes from the $500M Clean Water investment
announced by the State of Michigan earlier this year. The program offers a total
of $36.5M statewide for these efforts. There is zero match dollars required for this
grant application. No formal resolution of support is required, however we
wanted to make you aware of our intention to apply and offer an opportunity
for comment.
AMOUNT REQUESTED:         $0                   AMOUNT BUDGETED:          $0
FUND OR ACCOUNT:          591
STAFF RECOMMENDATION:        Authorize staff to submit for a Drinking Water
Assent Management Grant through the State of Michigan Department of
Environment, Great Lakes, and Energy in the 1st Quarter Application Period.
   I. Michigan & Franklin Reconstruction       Public Works
SUMMARY OF REQUEST: Authorize the award of the Michigan Avenue and
Franklin Street reconstruction project to the low bidder, Wadel Stabilization, Inc.
Staff solicited bids for the road reconstruction on Michigan Avenue from
Lakeshore Drive east to Hudson Street and on Franklin Street from Michigan
Avenue north to West Western Avenue in the Nims Neighborhood.

                                           Page 5 of 17
Bids were received as follows:
   •   $829,357.35 – Wadel Stabilization
   •   $853,948.06 – Brenner Excavating
   •   $857,235.65 – Jackson-Merkey
   •   $878,698.68 – West Michigan Dirtworks
   •   $889,145.80 – McCormick Sand
   •   $950,858.50 – Hallack Contracting
   •   $982,508.85 – Diversco Construction
   •   $997,868.30 – Kamminga & Roodvoets
   •   $1,091,692.90 – Terra Contractors
The project was included in the 20-21 budget with funds being drawn from the
Major Street, Water, and Sewer funds. The collective bids are below the
budgeted amounts for the project and no reforecasting adjustment is
anticipated at this time. The project would be constructed during the 2021
construction season.
AMOUNT REQUESTED:        $829,357.35          AMOUNT BUDGETED:        $900,000
FUND OR ACCOUNT:         202-92003 - $800,000
                         590-92003 - $50,000
                         591-92003 - $50,000
STAFF RECOMMENDATION:            Approve the award of the Michigan Avenue and
Franklin Street project to the low bidder, Wadel Stabilization, and authorize staff
to sign the contracts.
   K. Westwood Change Order #002              Public Works
SUMMARY OF REQUEST: Staff is seeking authorization to approve Change Order
#002 to the sewer project work on Westwood Street in the Glenside
Neighborhood.
Final quantity measurements have been completed for the water and sewer
work conducted primarily on Westwood Street in the Glenside neighborhood
and the project has been recommended for final acceptance and closeout
Change Order #002 represents an increase to the Contract value of $23,247.87.
Combined with the previously approved Change Order #001 the total change
order value for the project stands at $36,602.20 on an original contract value of
$1,245,042.00 for a net final increase of 2.9%. The approved project budgets
contained a contingency of ~6% so this final balancing does not exceed the
budgeted contingency. Future reforecasts will reduce the total budgeted cost
of this project.

                                           Page 6 of 17
The change order is a result of additional expenses incurred to reconnect the
irrigation at McGraft Park that were not originally anticipated, and various other
small changes throughout the course of the project.
AMOUNT REQUESTED:         $0                   AMOUNT BUDGETED:           $0
FUND OR ACCOUNT:          590/591-91855
STAFF RECOMMENDATION:          Authorize staff to approve Change order #002 to
the Westwood Sewer Project with Kamminga and Roodvoets in the amount of
$23,247.87 for a total net change on the project of $36,602.20.
   M. NEZ Certificates    Planning
SUMMARY OF REQUEST: Applications for Neighborhood Enterprise Zone (NEZ)
certificates have been received for homes at the Terrace Point Landing
Development. The applications are for the following addresses: 319, 676, 678,
680, 682, and 686 Terrace Point. All applicants have met local and state
requirements for the issuance of the NEZ certificates.
STAFF RECOMMENDATION:          To approve the NEZ certificates at 319, 676, 678,
680, 682, 684, and 686 Terrace Point Drive for a duration of 12 years.
   P. Parkland Properties Marina Agreement            City Manager
SUMMARY OF REQUEST: Staff is seeking approval of the attached development
agreement with Parkland Properties to construct a dry marina on property
mutually encumbered by the City of Muskegon and Parkland Properties.
Many years ago, as part of the development of the SPX corporate
headquarters, a piece of the land was encumbered for mutual benefit of the
property owner and the public. The result of the agreement is that the land be
perpetually used as a parking lot. Over time, the hotel was developed and the
ownership interests of SPX now belong to Parkland Properties. In an effort to find
a higher and better use for the property, staff has worked with Parkland
Properties to create a development agreement that results in redevelopment of
the site to accommodate a dry marina and replace the public parking spaces
along the Terrace Point Drive median. The development would also include the
construction of townhomes overlooking Terrace Point Drive and the Shoreline
Inn.
The Developer will invest in excess of $4 Million in initial costs to construct the dry
marina and improve the parking along Terrace Point Drive from Shoreline Drive
to the Terrace Pointe Traffic Circle. The developer will also invest in excess of $5
Million in new residential development on the Parkland-owned property located
at 650 Terrace Point Drive. The project could take as long as 5 years, depending
on State and Federal approval processes.
STAFF RECOMMENDATION:            To authorize the City Manager to sign the
Development Agreement.

                                           Page 7 of 17
Motion by Commissioner Johnson, second by Vice Mayor Hood, to approve the
consent agenda as presented, minus items E, J, L, N, O, and Q.
ROLL VOTE: Ayes: Gawron, Hood, Ramsey, German, Rinsema-Sybenga, Emory,
           and Johnson
            Nays: None
MOTION PASSES
2020-92     REMOVED FROM CONSENT AGENDA:
   E. Body Camera Purchase Public Safety
SUMMARY OF REQUEST: The Public Safety Department (Police) is requesting
permission to purchase Motorola/WatchGuard Body Worn Cameras and In-Car
Video Systems for our marked police cars.
The Public Safety Department (Police) is requesting to contract with
Motorola/WatchGuard to purchase seventy (70) body worn cameras to be
worn by Muskegon Police Officers. In order to integrate our systems, twenty-four
(24) in car video systems will also be purchased, replacing our current L-
3/SafeFleet in car systems. We will be able merge audio/video files from both
body worn camera and in-car video to be stored and viewed in one file. We
would not have this capability of we stayed with L-3/SafeFleet’s product. In
consulting with IT, we were experiencing more long-term technical issues with
the performance of our current L-3/SafeFleet product and it was recommended
we upgrade to the Motorala/Watchguard system. We were able to negotiate a
significant discount to cover the remaining product life of our current system.
AMOUNT REQUESTED:        $477,499.33       AMOUNT BUDGETED:         $0
FUND OR ACCOUNT:         General Fund – 101
STAFF RECOMMENDATION:          Approval for the purchase of body cameras and
in-car video systems for the Muskegon Police Department
Motion by Commissioner German, second by Commissioner Rinsema-Sybenga,
to approve the purchase of body cameras and in-car video systems for the
Muskegon Police Department.
ROLL VOTE: Ayes: Hood, Ramsey, German, Rinsema-Sybenga, Emory, Johnson,
           and Gawron
            Nays: None
MOTION PASSES
   J. Beach Street Expanded Parking        Public Works
SUMMARY OF REQUEST: Authorize staff to approve Amendment #001 to the
contract with DLZ to provide the design engineering services related to design
and construction oversight of the proposed expansion of parking and

                                        Page 8 of 17
construction of a pedestrian boardwalk along Beach Street within Pere
Marquette Park.
Following up on a topic from earlier in November staff has solicited a proposal to
provide engineering services related to constructing additional parking and a
pedestrian boardwalk along Beach Street as a part of the currently active
county water main project.
DLZ provided the original engineering for the project and this amendment
includes the design work necessary to complete a design as shown in the
attachment. DPW reviewed the proposal from DLZ and was unable to provide a
matching service in house based on prior commitments for Engineering
Department staff. The proposed amendment was reviewed and deemed
reasonable based on the estimated cost of the project.
If approved, DLZ will complete the attached design and work with the current
contractor (Hallack Contracting) to prepare a detailed change order for the
additional work.
After design work is completed staff would return to Commission with
Amendment #002 to the DLZ Contract for the Construction Engineering Services
($36,500 as shown in attached proposal) and with a change order for Hallack
Contracting for a TBD amount to amend the existing contract for the Bach
Street construction.
AMOUNT REQUESTED:        $31,000            AMOUNT BUDGETED:         $0
FUND OR ACCOUNT:          Propose to add 404-91917-5346 to a future reforecast.
91917 is the designation for the current project on Beach Street though only
contains funding from 202 and 591.
STAFF RECOMMENDATION:          Authorize staff to approve the design
engineering portion of the DLZ proposal as Amendment #001 to our existing
contract with DLZ to provide design engineering services related to the
expanded beach parking and pedestrian paths within Pere Marquette Park.
Motion by Commissioner Emory, second by Commissioner Rinsema-Sybenga, to
authorize staff to approve the design engineering portion of the DLZ proposal as
Amendment #001 to our existing contract with DLZ to provide design
engineering services related to the expanded beach parking and pedestrian
paths within Pere Marquette Park.
ROLL VOTE: Ayes: Ramsey, German, Rinsema-Sybenga, Emory, Johnson,
           Gawron, and Hood
            Nays: None
MOTION PASSES
   L. Installment Purchase Agreement Approval – Jackson Hill Infill Housing
      Development Services

                                         Page 9 of 17
SUMMARY OF REQUEST: Staff is seeking approval of the installment purchase
agreement between the Community Foundation for Muskegon County, LRS
Enterprises, and the City. The $355,000 loan will supply a portion of the funds for
the Jackson Hill Infill Housing Development.
At the September 22, 2020 regular commission meeting, staff received
authorization to work with the Community Foundation for Muskegon County to
make a Program Related Investment of $355,000 to undertake construction of
the first two homes in this multi-year development project. The City agreed to
loan $75,000 from its Economic Development Revolving Loan Fund for the
project as well. The CFFMC will be repaid upon sale of the homes, and the City
will be repaid with tax increment financing. Staff worked with our bond counsel
from Miller Canfield to develop documents that follow Act 99 of 1933 which
authorizes cities to enter into installment purchase agreements. The agreement
acts as the Note and is a limited tax general obligation of the City of Muskegon.
Attached are the installment purchase agreement documents associated with
the PRI from the CFFMC.
AMOUNT REQUESTED:         None at this time.
AMOUNT BUDGETED:          Payback determined next year.
FUND OR ACCOUNT:          Economic Development Fund – 493
STAFF RECOMMENDATION:           To approve the installment purchase agreement
between the Community Foundation for Muskegon County, LRS Enterprises, and
the City, approve the resolution authorizing the installment purchase
agreement, and authorize the mayor and clerk to sign.
Motion by Commissioner German, second by Commissioner Rinsema-Sybenga,
to approve the installment purchase agreement between the Community
Foundation for Muskegon County, LRS Enterprises, and the City, approve the
resolution authorizing the installment purchase agreement, and authorize the
mayor and clerk to sign.
ROLL VOTE: Ayes: German, Rinsema-Sybenga, Emory, Johnson, Gawron, Hood,
           and Ramsey
             Nays: None
MOTION PASSES
   N. Street/Alley Vacations    Planning
SUMMARY OF REQUEST: Staff initiated request to vacate the following streets
and alley: E Muskegon Avenue between Cedar Street and Emerald Street,
Rathborn Street between Walton Avenue and Eastern Avenue; and the alley
east of Cedar Street and west of Eastern Avenue between Walton Avenue and
Yuba Street.
The Planning Commission unanimously recommended vacation of the streets

                                           Page 10 of 17
and alley.
STAFF RECOMMENDATION:          To vacate E Muskegon Avenue between Cedar
Street and Emerald Street; Rathborn Street between Walton Avenue and Eastern
Avenue; and the alley east of Cedar Street and west of Eastern Avenue
between Walton Avenue and Yuba Street.
Motion by Commissioner German, second by Commissioner Rinsema-Sybenga,
to vacate E Muskegon Avenue between Cedar Street and Emerald Street;
Rathborn Street between Walton Avenue and Eastern Avenue; and the alley east
of Cedar Street and west of Eastern Avenue between Walton Avenue and Yuba
Street.
ROLL VOTE: Ayes: Rinsema-Sybenga, Emory, Johnson, Gawron, Hood, Ramsey,
           and German
             Nays: None
MOTION PASSES
   O. Former Farmers Market Rezoning        Planning
SUMMARY OF REQUEST: Staff initiated request to rezone the properties at 731
Yuba Street, 205 E Muskegon, 225 Eastern Avenue, 287 E Muskegon Avenue, 185
E Muskegon Avenue, and 209 E Walton Avenue to Form Based Code, Urban
Residential.
This is the former Farmer’s Market site. The property was rezoned to industrial a
couple years ago, but residents eventually pushed back at the food processing
proposal. Staff is currently working with Allen Edwin Home Builders on a
residential development at this site.
The Planning Commission unanimously recommended approval of the
rezoning’s at their November meeting.
STAFF RECOMMENDATION:          To approve the rezoning of the former Farmers
Market site.
Motion by Commissioner German, second by Commissioner Rinsema-Sybenga,
to approve the rezoning of the formers Farmers Market site.
ROLL VOTE: Ayes: Johnson, Gawron, Hood, Ramsey, and Rinsema-Sybenga
             Nays: Emory and German
MOTION PASSES
   Q. Convention Center Naming Rights       City Manager
SUMMARY OF REQUEST: Staff is seeking approval of two agreements:
authorizing the City to enter the Convention Center Naming Rights and
Sponsorship Agreement with VanDyk Mortgage Corporation; and approving
corresponding amendment to the Convention Center Management

                                         Page 11 of 17
Agreement with Parkland.
In an effort to raise additional capital to ensure the highest quality convention
center without levying additional taxes or fees, on November 26, 2019, staff was
authorized to identify strategic advertising partners within the new convention
center. The goal was to raise at least $1 Million over a period not to exceed 20
years.
Staff is please to present a naming-rights agreement with VanDyk Mortgage
that will generate $150,000 annually for the next 10 years. Over that 10-year
period, the city will net approximately $1 Million after paying sellers commissions,
installing signage, and compensating Parkland $2,000 per month for convention
center operation costs associated with the VanDyk Agreement. The net income
from the initial sponsor commitment has exceeded expectations and will be
used to offset approximately $2 million in unexpected cost overruns at the
facility. Staff intends to seek out other strategic partners to name/sponsor interior
signage.
STAFF RECOMMENDATION:        Approve the Naming Rights and Sponsorship
Agreement with VanDyk Mortgage and approve the corresponding 1st
Amendment to the Convention Center Management Agreement with Parkland,
and authorize the City Manager to sign the agreements.
Mario Flores, VanDyk Mortgage, provided some information about the
company and answered questions from Commissioners. VanDyk Mortgage is
excited to have a presence in downtown Muskegon.
Motion by Commissioner Emory, second by Commissioner Rinsema-Sybenga, to
approve the Naming Rights and Sponsorship Agreement with VanDyk Mortgage
and approve the corresponding 1st Amendment to the Convention Center
Management Agreement with Parkland, and authorize the City Manager to sign
the agreements.
ROLL VOTE: Ayes: Johnson, Gawron, Hood, Ramsey, German, Rinsema-
           Sybenga, and Emory
             Nays: None
MOTION PASSES
2020-93      PUBLIC HEARINGS:
   A. Jackson Hill, McLaughlin & Angell Rezoning’s         Planning – REJECTED
SUMMARY OF REQUEST: Staff-initiated request to rezone all single-family (R-1, R-
2, R-3) and duplex (RT) parcels in the McLaughlin, Angell, and Jackson Hill
neighborhoods to Form Based Code, Urban Residential (FBC-UR)
The Planning Commission voted 8-1 to recommend approval to the City
Commission. The City Commission asked staff to mail notices to all properties
affected by the case. Staff mailed out more than 4,000 notices.

                                          Page 12 of 17
STAFF RECOMMENDATION:            To approve the request to rezone all single-family
(R-1, R-2, R-3) and duplex (RT) parcels in the McLaughlin, Angell and Jackson Hill
neighborhoods to Form Based Code, Urban Residential (FBC-UR)
PUBLIC HEARING COMMENCED:
Roland Jones – 595 Yuba – several concerns – would like it tabled
Robert Harwood – 367 Gunn Street – worried about higher taxes
Shawn Tate – 287 McLaughlin – opposed
Steve Thompson – 464 W. Webster – would like to delay
Yourvette Davis – 1093 Chestnut – would like it tabled
Tesa Griffin – 864 Kenneth – would like it tabled, would like more information
Shirley Green – 2574 Morton – wanted to talk about a different area
Randy VanderWhite – 1577 Clinton – concerned about multi-plexes
Charlotte Johnson – 219 Catherine – opposed
Motion by Commissioner Ramsey, second by Commissioner German, to close
the public hearing.
ROLL VOTE: Ayes: Gawron, Hood, Ramsey, German, Rinsema-Sybenga, Emory,
           and Johnson
            Nays: None
MOTION PASSES
Motion by Commissioner German, second by Commissioner Emory, to table this
item.
ROLL VOTE: Ayes: Hood, German, Emory
            Nays: Ramsey, Rinsema-Sybenga, Johnson, and Gawron
MOTION FAILS
Motion by Commissioner Ramsey, second by Vice Mayor Hood, to call the
question.
ROLL VOTE: Ayes: German, Rinsema-Sybenga, Emory, Johnson, Gawron, Hood,
           and Ramsey
            Nays: None
MOTION PASSES
Motion by Commissioner Johnson, second by Commissioner Emory, to reject the
request to rezone.
ROLL VOTE: Ayes: Ramsey, German, Emory, Johnson, and Hood


                                         Page 13 of 17
             Nays: Rinsema-Sybenga and Gawron
MOTION PASSES
   B. CAPER 2019          Community & Neighborhood Services
SUMMARY OF REQUEST: Request to conduct a Public Hearing of the Community
& Neighborhood Services department Consolidated Annual Performance
Evaluation Report (CAPER 2019) of HUD funded programs through CDBG and
HOME for the City of Muskegon.
STAFF RECOMMENDATION:       To submit the 2019 CAPER including any public
comments received during the 20-day comment period ending December 22,
2020.
PUBLIC HEARING COMMENCED: No public comments were received.
Motion by Commissioner Rinsema-Sybenga, second by Commissioner Ramsey,
to close the public hearing and submit the 2019 CAPER.
ROLL VOTE: Ayes: Rinsema-Sybenga, Emory, Johnson, Gawron, Hood, Ramsey,
           and German
             Nays: None
MOTION PASSES
   C. Infill Housing Project (2nd Amendment) Brownfield Plan Amendment Public
      Hearing       Economic Development

SUMMARY OF REQUEST: To hold a public hearing and approve the resolution to
adopt the city’s Infill Housing Project (2nd Amendment) to the Scattered Site
Brownfield Plan. The BRA approved the Plan amendment on 11/24 and
recommended approval by the City Commission.

The 2nd Amendment adds (12) additional parcels into the Scattered Site
Brownfield Plan. On July 28th the City Commission approved the 1st Amendment.
The redevelopment of 119 total parcels are primarily located in the Nelson,
Jackson Hill and Angell neighborhoods, respectively. Some lots will be split,
creating up to 253 subject parcels. This updated plan incorporates three types
of redevelopment projects; infill housing on vacant City lots (up to 238 units), the
rehab of existing homes (11 detached housed), and two separate mixed-use
developments (former Catholic Charities parcels and 880 First St, LLC projects).
Activities include the redevelopment and rehabilitation of subject parcels and
construction of new commercial and residential units. The City is currently
marketing these properties with the anticipation that private developers will
acquire the sites and submit plans for productive redevelopment.

Developer’s Reimbursement Costs: Infill Housing - $5,837,000; Mixed-use projects
- $1,000,000; Total reimbursement costs - $6,837,000.

                                          Page 14 of 17
Estimated Total Capital Investment: Infill Housing - $48,600,000; Home rehab -
$500,000; Mixed Use developments: $26,000,000; Total Estimated Capital
Investment - $75,100,000

Plan Amendment eligible activities: $4,840,000 cost of sale/seller concessions;
$1,200,000 demolition and abatement; $777,000 public infrastructure; $20,000
Brownfield Plan Preparation and Development; $1,025,550 contingency fees
(15%); $7,862,550 – total eligible activities to be paid under this Plan. End of 2023
for expected completion date of the Project homes. After all eligible costs
incurred by the various parties are reimbursed, the BRA is authorized to continue
to capture local taxes for five more years for deposit into a Local Site
Remediation Revolving Fund.

The additional eligible properties include:

880 First Street (880 First St LLC development) / 216 W. Clay (880 First St LLC
development / 208 W. Clay (880 First St LLC development) / 1095 Third Street
(former Catholic Charities property) / 301 W. Muskegon Ave (former Catholic
Charities parking lot) / 589 McLaughlin (Big Red Developer) / 559 McLaughlin
(Big Red Developer) / 441 Isabella (Big Red Developer) / 438 Isabella (Big Red
Developer) / 591 Catherine (Big Red Developer) / 185 E. Muskegon Ave (former
Farmers market properties) / 209 E. Walton Ave (former Farmers Market
properties)
STAFF RECOMMENDATION:           To close the public hearing and approve the
resolution of the Brownfield Plan Amendment for the city’s Infill Housing Project
(2nd Amendment).
PUBLIC HEARING COMMENCED: No public comments were received.
Motion by Commissioner Ramsey, second by Commissioner Johnson, to close
the public hearing and approve the resolution of the Brownfield Plan
Amendment for the city’s Infill Housing Project (2nd Amendment).
ROLL VOTE: Ayes: Emory, Johnson, Gawron, Hood, Ramsey, German, and
           Rinsema-Sybenga
             Nays: None
MOTION PASSES
2020-94      NEW BUSINESS:
   A. Community EnCompass Infill Housing Development Agreement and
      Funding   Economic Development
SUMMARY OF REQUEST: Community EnCompass has committed their share of
funding for this project through an approved resolution of the Board of Directors.
Staff recommends approving the use of $250,000 of HOME Funds to couple with


                                          Page 15 of 17
$320,000 in contributions from Community EnCompass and retain Community
EnCompass as the builders and marketers of the homes.
In an attempt to further our Economic Equity efforts and to create diversity of
housing price points as we build infill, we have been working for quite some time
with Community EnCompass to try and construct a deal within the Brownfield TIF
and their institutional capacity to construct homes that would be specifically for
buyers at or below 80% AMI. The attached development agreement is based on
other residential construction agreements the City has used and is reflective of
the anticipated costs to construct 3 single family homes on city owned lots at
180 Houston, 1141 Jefferson, and 1259 Sanford. A map is attached with the
locations highlighted. Community EnCompass already receives HOME funds
each year from the City’s CDBG programming as the only Community Housing
Development Organization (CHDO) in the area. This item would increase their
20/21 allotment as well as allocate existing program income for this
development. The total project would have a not-to-exceed budget of
$570,000, with Community EnCompass to be repaid first by proceeds from sales,
and the city second. Any losses incurred by the City would be recouped
through Brownfield TIF.
AMOUNT REQUESTED:        $250,000
AMOUNT BUDGETED:    Consistent with CNS Program Development Plan,
budget amendment required at quarterly reforecast.
FUND OR ACCOUNT:      CDBG HOME Funds (Current and previous year
carryover/program income)
Commissioner Rinsema-Sybenga stated a conflict of interest and recused
himself from discussing and voting on this item as his spouse is employed by
Community EnCompass.
Commissioner Ramsey stated a conflict of interest and recused himself from
discussing and voting on this item as he is employed by Community
EnCompass.
Motion by Commissioner Johnson, second by Commissioner Emory, to accept
the development agreement as amended and authorize the Finance
Department to release funds for construction to Community Encompass upon the
signing of the development agreement and meeting the stipulations thereof. The
City Commission deems this to be in the best interest of the City. The Mayor and
Clerk are authorized to sign the development agreement upon waiver of any
conflict by the US Department of Housing and Urban Development.

ROLL VOTE: Ayes: Johnson, Gawron, Hood, German, and Emory
            Nays: None
MOTION PASSES

                                         Page 16 of 17
PUBLIC COMMENT:        Public comments were received.
ADJOURNMENT:      The City Commission meeting adjourned at 10:20 p.m.


                                         Respectfully Submitted,




                                         Ann Marie Meisch, MMC – City Clerk




                                      Page 17 of 17
                       Agenda Item Review Form
                        Muskegon City Commission

Commission Meeting Date: Jan 12, 2021                    Title: FY2020-21 Sewer Rate Adjustment

Submitted By: Beth Lewis                                 Department: Finance

Brief Summary: As the FY2019-20 Comprehensive Annual Financial Report was finalized it
became evident that the Sewer Fund was in a $3.5 million deficit. This deficit will require an
immediate rate increase of 20% effective January 1, 2021.

Detailed Summary: In FY2018-2019 the Sewer fund had a $979,425 operating loss and in
FY2019-20 had an operating loss of $1,435,021. These losses were directly related to the high
water level and infiltration into our system and have created a deficit of $3,595,965 in the Sewer
Fund.
During the calendar year 2019 the City billed about 1.7 million units of sewage usage which equals
1,271,600,000 gallons, in the same period the county treated and billed us for 2,090,510,000
gallons. This means we are paying to treat 1.64 gallons for every gallon we bill. From FY2018-19
to FY2019-20 our costs to the County for treatment increased 19.5% however during the same
period of time our revenues increased only 2.2%
The sewer rate has increased by 5% in each of the last two fiscal years and as you recall staff had
proposed an 8% increase for the current fiscal year however the Commission only approved a 5%
increase. At this time staff is proposing a 20% increase. For the current fiscal year this increase is
expected to generate an additional $900,000 in revenue. For the current year we are hopeful that
the increase will create an operational surplus and lower the deficit in the Sewer, however there
will still be a deficit in the sewer fund for the current fiscal year. We are hopeful the deficit will go
away in FY21-22.
I have attached an updated budget reforecast that only includes the operational budget for the
current fiscal year for the Sewer Fund. Unfortunately our usage is down which is why the revenue
reforecast increase is less than $900,000. The 2nd Quarter Budget Reforecast will be presented to
the Commission at the first meeting in February.



Amount Requested:                                      Amount Budgeted:

Fund(s) or Account(s): 590                             Fund(s) or Account(s): 590

Recommended Motion: To approve the resolution to adjust the FY2020-21 Sewer Rate by 20%.

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 NO.________

At a regular meeting of the City Commission of Muskegon, Michigan, held electronically in the City of Muskegon
on January 12, 2021.

RECITALS

A review of the rates for sewer service has been accomplished by the city's staff, recommendations received, and
the City Commission has determined that the following rate changes are justified. Accordingly, this resolution is
made for the purpose of maintaining the financial viability of the city's sewer system.

THEREFORE, THE CITY COMMISSION OF THE CITY OF MUSKEGON HEREBY RESOLVES:

1. Effective January 12, 2021 to rescind City of Muskegon Resolution No. 2020 43(B), which was adopted July
28, 2020.

2. Charges for residential sewer service shall be changed from a rate per unit (100 cubic feet) of $4.35 to a rate
per unit of $5.22. The change will be effective on January 1, 2021.

3. Charges for commercial/industrial sewer service shall continue to be billed at a rate of 1.25 times (1.25x) the
city rate for residential sewer service. The monthly sewer administration charge shall remain unchanged to $3.00.

4. Charges for all non-metered residential sewer customers will be calculated based on an assumed usage rate
of 12 hundred cu. ft. per month.

5. Unless there is a separate agreement specifying a different billing method, non-resident users of the city sewer
system will be billed at a rate that is double (2x) the city rate for that class of user.

The above changes to be effective as noted above.

This resolution adopted.


YEAS:



NAYS:


CITY OF MUSKEGON

By: ______________________________
    Ann Marie Meisch, MMC, City Clerk

STATE OF MICHIGAN COUNTY OF MUSKEGON

I hereby certify that the foregoing is a true and complete copy of a resolution adopted at a meeting of the Board of
Commissioners of the City of Muskegon, Michigan, held on the 12th day of January, 2021 and that the minutes of
the meeting are on file in the office of the City Clerk and are available to the public. Public notice of the meeting
was given pursuant to and in compliance with Act 267, Public Acts of Michigan, 1976.
                            BUDGET REPORT FOR CITY OF MUSKEGON
                                      SEWER FUND
                                

          GL NUMBER                                                2019-20         2020-21        2020-21          2020-21
              AND                                                  ACTIVITY       ORIGINAL       AMENDED        2nd QUARTER
      BUDGET CLASSIFICATION                 DESCRIPTION                           BUDGET          BUDGET         REFORECAST

590 - SEWAGE DISPOSAL SYSTEM

ESTIMATED REVENUES
Dept 00000
590-00000-4400                      STATE GRANTS                                           -              -                -
590-00000-4605                      METERED SALES                   8,121,564      8,905,875      9,205,875        9,432,670
590-00000-4619                      MISC. SALES AND SERVICES          134,393        120,000        120,000          120,000
590-00000-4704                      PENALTIES/INTEREST/FINES          125,199        160,000        160,000          145,000
590-00000-4800                      MISC. & SUNDRY                          -          2,000          2,000            2,000
590-00000-4802                      REIMB:SERVICES RENDERED             9,445          7,000          7,000            7,000
590-00000-4818                      RECOVERY OF BAD DEBT                                   -              -                -
590-00000-4970                      INTEREST INCOME                     1,209          6,800          6,800            1,200
 Totals for dept 00000 -                                            8,391,810      9,201,675      9,501,675        9,707,870

TOTAL ESTIMATED REVENUES                                           8,391,810      9,201,675       9,501,675        9,707,870

Dept 30203 - PENSION ADMINISTRATION
5100                               SALARIES & BENEFITS                               74,609                          74,609
 Totals for dept 30205 - PENSION ADMINISTRATION                                      74,609                          74,609


EXPENDITURES
Dept 30548 - BOND INTEREST, INSURANCE & OTHER
5300                                  CONTRACTUAL SERVICES           476,958        508,522         508,522          508,522
5400                                  OTHER EXPENSES                       -          7,500           7,500            7,500
5900                                  OTHER FINANCING USES           462,845         57,500          57,500           57,500
 Totals for dept 30548 - BOND INTEREST, INSURANCE & OTHER            939,803        573,522         573,522          573,522

Dept 60550 - STORM WATER MANAGEMENT
5300                                 CONTRACTUAL SERVICES              4,137                 -              -              -
 Totals for dept 60550 - STORM WATER MANAGEMENT                        4,137                 -              -              -

Dept 60557 - MUSKEGON CO. WASTEWATER TREATMENT
5300                                 CONTRACTUAL SERVICES           6,978,294      6,600,000      6,600,000        6,800,000
 Totals for dept 60557 - MUSKEGON CO. WASTEWATER TREATMENT          6,978,294      6,600,000      6,600,000        6,800,000

Dept 60559 - WATER & SEWER MAINTENANCE
5100                                 SALARIES & BENEFITS            1,044,735        838,519        828,385        1,045,000
5200                                 SUPPLIES                         110,572        116,450        116,450          116,450
5300                                 CONTRACTUAL SERVICES             680,746        555,815        555,815          555,815
5400                                 OTHER EXPENSES                    12,543         33,000         33,000           33,000
5700                                 CAPITAL OUTLAYS                    3,548         18,100         46,100           46,100
 Totals for dept 60559 - WATER & SEWER MAINTENANCE                  1,852,145      1,561,884      1,579,750        1,796,365

Dept 91325 - STORM & WASTE WATER ASSET MGMT - SAW GRA
5300                                 CONTRACTUAL SERVICES                                    -              -              -
 Totals for dept 91325 - STORM & WASTE WATER ASSET MGMT - SAW GR              -              -              -              -
                             BUDGET REPORT FOR CITY OF MUSKEGON
                                       SEWER FUND
                                 

          GL NUMBER                                                  2019-20         2020-21        2020-21          2020-21
              AND                                                    ACTIVITY       ORIGINAL       AMENDED        2nd QUARTER
      BUDGET CLASSIFICATION                   DESCRIPTION                           BUDGET          BUDGET         REFORECAST
Dept 91509 - LAKETON AVE, GETTY ST TO CRESTON
5300                                   CONTRACTUAL SERVICES                                    -              -              -
 Totals for dept 91509 - LAKETON AVE, GETTY ST TO CRESTON                       -              -              -              -

Dept 91609 - HARTFORD, PINE & DIANA WATER MAIN UPGRAD
5300                                  CONTRACTUAL SERVICES                                     -              -              -
 Totals for dept 91609 - HARTFORD, PINE & DIANA WATER MAIN UPGRAD               -              -              -              -

Dept 91806 - BEIDLER & MADISON S2 PROJECTS
5300                                  CONTRACTUAL SERVICES                                     -              -              -
 Totals for dept 91806 - BEIDLER & MADISON S2 PROJECT                           -              -              -              -

Dept 91826 - SRF SEWER UPGRADES
5300                                  CONTRACTUAL SERVICES               5,971                          2,500            2,500
 Totals for dept 91826 - SRF SEWER UPGRADES                              5,971                 -        2,500            2,500

Dept 91828 -LIFT STATION REPAIRS/UPGRADES
5300                                    CONTRACTUAL SERVICES            30,443                 -              -              -
 Totals for dept 91828 - LIFT STATION REPAIRS/UPGRADES                  30,443                 -              -              -

Dept 91830 -SRF PROJECT 2018
5300                                   CONTRACTUAL SERVICES             83,347                 -              -              -
 Totals for dept 91830 - SRF PROJECT 2018                               83,347                 -              -              -

Dept 91831 -REMEMBRANCE DRIV EXTENSION
5300                                CONTRACTUAL SERVICES                                       -              -              -
 Totals for dept 91831 - REMEMBRANCE DR EXTENSION                               -              -              -              -

Dept 91849 - LIFT STATION REPAIRS/ UPGRADES 18-19
5300                                    CONTRACTUAL SERVICES                                   -              -              -
 Totals for dept 91849 - LIFT STATIONI REPAIRS/ UPGRADES 18-19                  -              -              -              -

Dept 91857 - INDUSTRIAL PARK/ MERCY SANITARY SEWER STU
5300                                   CONTRACTUAL SERVICES                                    -              -              -
 Totals for dept 91857 - INDUSTRIAL PARK/ MERCY SANITARY SEWER STU              -              -              -              -

Dept 92003 - MICHIGAN & FRANKLIN
5700                                  CAPITAL OUTLAYS                                                  50,000           50,000
 Totals for dept 92003 - MICHIGAN & FRANKLIN                                    -              -       50,000           50,000

 Dept 92018 - LIFT REPAIRS APPLE/HARBOURTOWNE
5300                                    CONTRACTUAL SERVICES            40,608
 5700                                   CAPITAL OUTLAYS                      -
  Totals Dept 92018 - LIFT REPAIRS APPLE/HARBOURTOWNE                   40,608                 -              -              -

 Dept 92027 - 2020-21 DWRF AND SRF
5300                                 CONTRACTUAL SERVICES                1,149
 5700                                CAPITAL OUTLAYS                         -
  Totals Dept 92027 - 2020-21 DWRF AND SRF                               1,149                 -              -              -
                              BUDGET REPORT FOR CITY OF MUSKEGON
                                        SEWER FUND
                                     

           GL NUMBER                                            2019-20         2020-21        2020-21          2020-21
               AND                                              ACTIVITY       ORIGINAL       AMENDED        2nd QUARTER
       BUDGET CLASSIFICATION                    DESCRIPTION                    BUDGET          BUDGET         REFORECAST

 Dept 92046 - 3RD/4TH ALLEY RECONSTRUCTION
5300                                   CONTRACTUAL SERVICES                                       25,000           25,000
  Totals Dept 92046 - 3RD/4TH ALLEY RECONSTRUCTION                         -              -       25,000           25,000

 Dept 99012 - GIS TRAINING
5300                                     CONTRACTUAL SERVICES         256
 5700                                    CAPITAL OUTLAYS                -
  Totals Dept 99012 - GIS TRAINING                                    256                 -              -              -

 Dept SANFORD (APPLE TO LAKETON) UNASSIGNED
5300                                 CONTRACTUAL SERVICES                  -              -              -              -
 5700                                CAPITAL OUTLAYS                       -              -              -              -
  Totals for SANFORD (APPLE TO LAKETON) UNASSIGNED                         -              -              -              -

 Dept - GLENSIDE SRF PHASE 2 UNASSIGNED
5300                                  CONTRACTUAL SERVICES                 -              -              -              -
 5700                                 CAPITAL OUTLAYS                      -              -              -              -
  Totals for GLENSIDE SRF PHASE 2 UNASSIGNED                               -              -              -              -



TOTAL EXPENDITURES                                               9,936,152      8,735,406      8,805,772        9,321,996

NET OF REVENUES/EXPENDITURES - FUND 590                         (1,544,342)       466,269        695,903          385,874
  BEGINNING NET POSITION                                        11,793,031     10,248,689     10,248,689       10,248,689
  ENDING NET POSITION                                           10,248,689     10,714,958     10,944,592       10,634,563
                       Agenda Item Review Form
                       Muskegon City Commission
Commission Meeting Date: January 12, 2021                 Title: Western Market Rent

Submitted By: Ann Meisch                                  Department: City Clerk

Brief Summary: The DMDC has indicated now that the Renaissance period has ended, they need to charge
rent to cover the taxes and insurance on the property where Western Market currently sits. The tax bill for
the property taxes last year were approximately $8,150. The DMDC has indicated they would like to charge
the City $5,000 per year beginning with 2019. They have invoiced the City $10,000 for 2019 and 2020.

Detailed Summary:




Amount Requested: $10,000                                Amount Budgeted: $0

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

Recommended Motion: Authorize staff to pay 2019 and 2020 rent in the amount of $10,000 and the
annual fee of $5,000 going forward beginning 2021.
                       Agenda Item Review Form
                       Muskegon City Commission
Commission Meeting Date: January 12, 2021                 Title: Electricity Upgrade at Western Market

Submitted By: Ann Meisch                                  Department: City Clerk

Brief Summary: Our electrician has indicated that we need to upgrade our power at the chalets to
accommodate vendor needs. We have received a quote to install a new 100 amp weather proof service.
The power source is approximately 300’ feet away that the condo association behind the chalets is allowing
us to continue to use.

Detailed Summary: The power that was originally installed was not intended to support heaters and air
conditioners. We quickly learned it was necessary to allow both depending on the season but we are using
more power than the system was designed for. We also have a business interested in joining us in 2021
and, if approved by the committee, they need additional power beyond the two outlets currently offered.
With this proposal, we could accommodate a business with this need now and in the future.




Amount Requested: $6500                                 Amount Budgeted: $0

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

Recommended Motion: To authorize the City Clerk to hire Lakeshore Electric to upgrade the electricity at
Western Market for a cost of $6500.
                        Agenda Item Review Form
                        Muskegon City Commission
Commission Meeting Date: January 12, 2021                   Title: Special Event Fees

Submitted By: Ann Meisch                                    Department: City Clerk

Brief Summary: Staff is requesting those events held in 2019 ONLY be allowed a 50% discount up to the
amount of their 2019 invoice for DPW Services, to waive their application fee this year, and allow the City
Manager and Public Safety Director to evaluate policing services actually provided after each event and
determine if a discount may be given. This waiver/reduction of fees does not apply to new events or events
that did not take place in 2019 or events that are not paid up-to-date with previous events.

Detailed Summary: The City recognizes that our established events in Muskegon have been seriously
impacted this past year and some may not be back. Several staff members met with many leaders of such
events to listen to their needs. Staff then met to develop ideas how we may assist understanding staff is
also running with less resources. Staff’s recommendation is to allow a 50% discount for DPW services (ex. If
the invoice for 2019 services was $4,000, the discount can be as much as $2,000. If their 2021 invoice is
$5,000, they receive a $2,000 discount). Police Department services are different because they are actual
costs that the City does incur. The Public Safety Director has indicated he is willing to evaluate the services
needed, if the event had a well thought out plan for safety that was implemented and followed the
guidelines set by the police department. Larger events are required to have a meeting with staff to cover
such details. These changes are only suggested for 2021.

Amount Requested:                                          Amount Budgeted: $0

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

Recommended Motion: To authorize staff to reduce 2021 fees for DPW services for special events up to
50% based on the fees billed in 2019, to waive the application fee, and allow the City Manager and Public
Safety Director to evaluate each event after it has occurred and determine a discount. Any
discounts/waiver of fees apply only to events held in 2019 who wish to continue in 2021.
                     Agenda Item Review Form
                      Muskegon City Commission

Commission Meeting Date: 1/12/2021                    Title: Non-Union PT and LT Wage Matrix

Submitted By: DWANA THOMPSON                          Department: EEO & EMPLOYEE
                                                      RELATIONS

Brief Summary: The 2021 wage matrix will not have any changes this year other than the change
to the minimum wage.



Detailed Summary:




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 minimum wage change to the non-union part time limited
term wage matrix for 2021.



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Fire Dept.
IT Dept.


For City Clerk Use Only:
Commission Action:
                            CITY OF MUSKEGON
 2021 WAGE MATRIX FOR NON-UNION PART-TIME AND LIMITED TERM EMPLOYEES
Michigan Minimum Wage is $9.87 as of January 1, 2021

  JOB TITLE                                    STEP 1      STEP2     STEP 3       STEP 4     STEP 5   STEP 6   STEP 7

  GRADE 1                            Min.   Min +.50 Min + $1
INTERNS AGE 16-17 (Minimum wage for Employees under Age 18)

  GRADE 2                                      11.00       11.50      12.00       12.50      13.00
BUILDING FACILITY CARETAKER
SCHOOL CROSSING GUARD

  GRADE 3                                      12.00       13.00      14.00       15.00      16.00    17.00
INTERN, EXCLUDING PARK INTERN

  GRADE 4                                      11.00       11.50      12.00       12.50
MARINA AIDE
PARK RANGER

  GRADE 5                       11.50                      12.00      12.50       13.00      13.50    14.00
FACILITY SUPERVISOR I
BEACH/PARK RANGERS (PUBLIC SAFETY)

  GRADE 6                                      12.50       13.00      13.50       14.00      14.50    15.50    16.50
FACILITY SUPERVISOR II
ASSISTANT HARBOR MASTER

  GRADE 7                                      12.00       12.50      13.00       14.00      15.00    16.00    17.00
PARK INTERN

 GRADE 7 A                                     12.50       13.00      14.00       15.00      16.00    17.00    18.00
HARBOR MASTER

 GRADE 7 B                                     15.20       15.75      16.28
POLICE RECRUIT
                                              START       500 HRS     1,000 HRS SERVICE

  GRADE 8
BOARD OF CANVASSERS          $10.00 per hour / 2 hour minimum
BOARD OF REVIEW              $12.00 per hour / 4 hour minimum
RECEIVING BOARD              $60.00 per day
ELECTION WORKERS (INSPECTORS $11.00 per hour
ELECTION WORKER CHAIRPERSON $13.50 per hour
ELECTION WORKER CO-CHAIRPERS $12.50 per hour

 GRADE 9 A                                     15.00       15.38      15.76       16.15      16.56    16.97    17.40
EVENT SECURITY MANAGER

 GRADE 9 B                                     19.67       20.65      21.68        22.76      23.90
PART TIME POLICE OFFICER
               STEP-2 (500 hours); STEP-3 (1000 hours); STEP-4 (1500 hours); STEP-5 (2000 hours)
                     Agenda Item Review Form
                      Muskegon City Commission

Commission Meeting Date: 1/12/2020                    Title: Extension of Temporary Employment
                                                      Services Agreement

Submitted By: Dwana Thompson                          Department: EEO & Employee Relations

Brief Summary: To approve a one-year contract extension with GoodTemps Temporary Staffing
Services, Inc. for temporary and seasonal employment services. The current agreement expired
on December 31, 2020



Detailed Summary:




Amount Requested: Cost of services are               Amount Budgeted: None
budgeted by individual departments

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

Recommended Motion: To approve the agreement with GoodTemps Temporary Staffing Services,
Inc. and authorize the Mayor and City Clerk to sign the agreement extension.




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:               Title: Vinyl Siding Installer Contracts for Fiscal
    January 12, 2021                       Year 2020

    Submitted By: Oneata Bailey            Department: CNS

    Brief Summary: To authorize Community and Neighborhood Services to enter a
    new contracts with JR Tucker Construction, Badgerows Contracting, and
    Maintenance Unlimited to install vinyl siding at an agreed price of $65.00 (Sixty-
    five dollars) per building square for the Residential Façade Program’s 2020 fiscal
    year.

    Bids for Contractor Procurement was posted in September 2020.


    Please see attachments: None

    Amount Requested: NA                            Amount Budgeted: $105,000.00

    Fund(s) or Account(s): Residential Façade       Fund(s) or Account(s): CDBG 2018, 2019,
    allocation category of the Community            2020 Budgets
    Development Block Grant.

    Recommended Motion: To enter agreements with 3 contractors to perform Residential
    Façade projects to expedite a long waiting list.

    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: January 12, 2021                 Title: Transmittal of 6/30/20 Comprehensive
                                                          Annual Financial Report

Submitted By: Beth Lewis                                  Department: Finance

Brief Summary: The City’s June 30, 2020 Comprehensive Annual Financial Report (CAFR) will be distributed to
the City Commissioners via email and hard copy. The CAFR will also be available on the City’s website. The
CAFR includes the annual independent auditor’s report as required by state law. At this time the CAFR is being
formally transmitted to the City Commission. The CAFR has been prepared in accordance with all current
Governmental Accounting Standards Board (GASB) pronouncements and also includes the single audit of
federal grants received by the City.

http://www.muskegon-mi.gov/cresources/2020_CAFR.pdf



Detailed Summary:



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

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

Recommended Motion: To accept the June 30, 2020 CAFR and authorize staff to transmit the
CAFR to appropriate federal, state and private agencies.

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: 1/12/2021                    Title: Obsolete Property Rehabilitation
                                                      Certificate – Chart House Energy – name
                                                      change to Chart House Energy Opportunity
                                                      Fund, LLC

Submitted By: Mike Franzak                            Department: Planning

Brief Summary: Request to amend the Obsolete Property Rehabilitation Certificate at 825 W Western
Ave for Chart House Energy to recognize their name change to Chart House Energy Opportunity Fund,
LLC.


Detailed Summary:

The Certificate was issued for 10 years on October 23, 2018. The original resolution states that “the
applicant shall have twenty-four (24) months to complete the rehabilitation. It shall be completed by
October 23, 2020, or two years after the Certificate is issued, whichever occurs later.” The Certificate
has not been issued by the State yet because of ownership/title issues, which have now been cleared.
The State of Michigan will process the application and issue the certificate once the local unit of
government provides and amended resolution. The applicant is now proposing to commence
construction immediately and finish by October 1, 2021. The Certificate would expire on its originally
planned date of December 31, 2028.

Amount Requested:                                    Amount Budgeted:

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

Recommended Motion: To approve the request to amend the Obsolete Property Rehabilitation
Certificate at 825 W Western Ave for Chart House Energy to recognize their name change to Chart
House Energy Opportunity Fund, 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:
                                        CITY OF MUSKEGON
                                    MUSKEGON COUNTY, MICHIGAN

                                         RESOLUTION NO.

A resolution amending the Obsolete Property Rehabilitation Exemption Certificate (Resolution No. 2018-78b)
issued to Chart House Energy, LLC.

The City Commission of the City of Muskegon hereby RESOLVES:

Recitals

A.      The City Commission has received an application requesting to amend the Obsolete Property
        Rehabilitation Exemption Certificate (Resolution No. 2018-78b) at 825 W Western Ave for Chart
        House Energy, LLC, to change the name of the applicant to Chart House Energy Opportunity Fund,
        LLC.

B.      The exemption to be granted by this resolution is for ten (10) years from its original date in 2018 and
        will expire on December 31, 2028 and no extensions will be granted.


        NOW, THEREFORE, THE CITY COMMISSION RESOLVES:

1.      Based upon the statements set forth in, and incorporating the recitals to this resolution, the City
        Commission hereby approves the application filed by Chart House Energy Opportunity Fund, LLC to
        amend the Obsolete Property Rehabilitation Exemption Certificate (Resolution No. 2018-78b), to
        change the name to Chart House Energy Opportunity Fund, LLC, to be effective for a period of ten
        (10) years from its original approval in 2018 and will expire on December 31, 2028 and no extensions
        will be granted;

2.      BE IT FURTHER RESOLVED, that, as further condition of this approval, the applicant shall comply
        with the representations and conditions set forth in the recitals above and in the application material
        submitted to the City.

This resolution passed.

Ayes:   __________________________________________________________________

Nays:   __________________________________________________________________

                                                            CITY OF MUSKEGON


                                                   BY: __________________________________
                                                          Stephen J. Gawron
                                                          Mayor

                                              ATTEST: __________________________________
                                                         Ann Cummings
                                                         Clerk
CERTIFICATE


This resolution was adopted at a meeting of the City Commission held on January 12, 2020. The meeting
was properly held and noticed pursuant to the Open Meetings Act of the State of Michigan, Act 267 of the
Public Acts of 1976.

                                                           CITY OF MUSKEGON

                                                           By ___________________________
                                                           Ann Meisch, City Clerk
                     Agenda Item Review Form
                      Muskegon City Commission

Commission Meeting Date: January 12, 2021             Title: Alley Vacation – Art Museum

Submitted By: Mike Franzak                            Department: Planning

Brief Summary: Request to vacate a portion of the alley between Clay St and Webster Ave
between 2nd St and 3rd St, by the Muskegon Museum of Art.




Detailed Summary: The Planning Commission unanimously recommended vacation of the alley as
requested.




Amount Requested:                                    Amount Budgeted:

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

Recommended Motion: To approve the request to vacate a portion of the alley between Clay St
and Webster Ave between 2nd St and 3rd St, by the Muskegon Museum of Art



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 Excerpt

Hearing, Case 2020-26: Request to vacate a portion of the alley between Clay St and Webster Ave between 2nd St
and 3rd St, by the Muskegon Museum of Art.

SUMMARY

   1. The Muskegon Museum of Art is planning an expansion of their building that will extend over the alley
      and onto their lot on Clay Ave. They are requesting to vacate a portion of the alley in order to build over
      it. The other buildings on the block will not have access restricted to the rear of their properties as the
      alley will remain open directly behind all of them.
   2. The adjacent neighbors using the alley all verified that they are in favor of the request.


                                     Portion of alley to be vacated in red
                                       CITY OF MUSKEGON
                                    RESOLUTION No.______________

                            RESOLUTION TO VACATE A PUBLIC ALLEY


WHEREAS, a petition has been received to vacate a portion of the alley between Clay St and Webster
Ave between 2nd St and 3rd St; and
WHEREAS, the Planning Commission held a public hearing on January 12, 2021 to consider the petition
and subsequently recommended the vacation; and
WHEREAS, due notice had been given of said hearing as well as the January 12, 2021 City Commission
meeting to consider the recommendation of the Planning Commission;
NOW, THEREFORE, BE IT RESOLVED that the City Commission deems it advisable for the public
interest to vacate a portion of the alley between Clay St and Webster Ave between 2nd St and 3rd St; and
BE IT FURTHER RESOLVED that the City Commission does hereby declare the said portion of the alley
vacated and discontinued provided, however, that this action on the part of the City Commission shall not
operate so as to conflict with any fire access or the utility rights heretofore acquired by the City or by any
public service utility in the City of Muskegon, operating in, over and upon said portion of street hereby
vacated, and it is hereby expressly declared that any such rights shall remain in full force and effect;
BE IT FURTHER RESOLVED that after any maintenance and repair by the City, the city shall restore
the disturbed area to the grade and paving in existence at the time of vacation. The City shall not be
responsible to replace special planting, landscaping, fences or any structure. No structure shall be placed
in the vacated street which, in the sole judgment of the City, will interfere with the repair or maintenance
of utilities in the easement, public or private.
Adopted this 12th day of January 2021.


       Ayes:


       Nays:


       Absent:


                                               By:
                                                     Stephen J. Gawron, Mayor



                                               Attest:
                                                      Ann Meisch, MMC, City Clerk
     CERTIFICATE (Vacation of a portion of the alley between Clay St and Webster Ave between 2nd St and 3rd St)


I hereby certify that the foregoing constitutes a true and complete copy of a resolution adopted by the City
Commission of the City of Muskegon, County of Muskegon, Michigan, at a regular meeting held on
January 12, 2021.




                                                         ______________________________
                                                         Ann Meisch, MMC
                                                         Clerk, City of Muskegon
                                 Clay Ave.


                                                   Muskegon Museum of Art
                                                   Expansion
                                                   Footprint Concept
                                MMA
                                Parking
             St. Paul’s
St. Paul’s




             Parking




                                                                              Second St.
                                         s i o n
                                     pan
 ALLEY                                                        ALLEY
                               m E x
                          Museu
HPL




                                                               Woman’s Club


                                Original Museum




                                 Webster Ave.
                           Agenda Item Review Form
                           Muskegon City Commission
Commission Meeting Date: January 12, 2021                 Title: Sale – 219 Merrill Ave

Submitted By: Frank Peterson                              Department: City Manager

Brief Summary: City staff is seeking authorization to sell the city-owned home at 219 Merrill to Vontrese
Clanton.

Detailed Summary: The city constructed this house as part of the phase two of our infill housing program.
Our contract to construct the home was $197,464. We also anticipated $11,844 in sales commissions. The
accepted purchase price is $185,000, and the incurred sales commissions are $11,100. The City will also
contribute $5,500 toward closing costs. Note: In November, the City Commission authorized a sale to
another buyer at a $190,000 purchase price with a similar commitment toward closing costs, but that buyer
chose not to complete the transaction.

Amount Requested: None at this time                     Amount Budgeted: $0

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

Recommended Motion: Authorize the City Manager to complete the sale of 219 Merrill Ave, as described
in the purchase agreement.

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For City Clerk Use Only:
Commission Action:
                           Agenda Item Review Form
                           Muskegon City Commission
Commission Meeting Date: January 12, 2021                 Title: Sale – 275 Mason Ave

Submitted By: Frank Peterson                              Department: City Manager

Brief Summary: City staff is seeking authorization to sell the city-owned home at 275 Mason to Alex
Reinsma.

Detailed Summary: The city constructed this house as part of the phase two of our infill housing program.
Our contract to construct the home was $197,464. We also anticipated $11,844 in sales commissions. The
accepted purchase price is $180,000, and the incurred sales commissions are $10,800. The City will not
contribute funds toward closing costs.

Amount Requested: None at this time                     Amount Budgeted: $0

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

Recommended Motion: Authorize the City Manager to complete the sale of 275 Mason Ave, as described
in the purchase agreement.

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Police Dept.        Fire Dept.       IT Dept.


For City Clerk Use Only:
Commission Action:
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                                                         WEST MICHIGAN REGIONAL PURCHASE AGREEMENT
                                                                                                                                                                    #
         DATE:                        12/10/2020                 ,                           (time)                                      MLS #                 20048054

         SELLING OFFICE:                  Fivestar Real Estate Leaders          BROKER LIC.#: 6505276328BR0055 REALTOR® PHONE:                                 231-955-9222

         LISTING OFFICE:                     West Urban Realty LLC             REALTOR® PHONE:                       616-874-7085

        1. Effective Date: This Agreement is effective on the date of Seller's acceptance of Buyer's offer or Buyer's acceptance of any
            counteroffer, as the case may be, and this date shall hereafter be referred to as the "Effective Date". Further, any reference to "days"
            in this Agreement refers to calendar days. The first calendar day begins at 12:01 a.m. on the day after the Effective Date. Any reference
            to "time" refers to local time.
         2. Agency Disclosure: The Undersigned Buyer and Seller each acknowledge that they have read and signed the Disclosure Regarding
             Real Estate Agency Relationships. The selling licensee is acting as (check one):
                  Agent/Subagent of Seller            Buyer’s Agent           Dual Agent (with written, informed consent of both Buyer and Seller)
                  Transaction Coordinator
              Primary Selling Agent Name:                            Brenda Harris                     Email: [email protected] Lic.#:                       6501365294

            Alternate Selling Agent Name:                                             Email:                                  Lic.#:
         3. Seller’s Disclosure Statement: (This paragraph applies to sales of one-to-four family residential units.)
                Buyer has received the Seller’s Disclosure Statement, dated                             . Seller certifies to Buyer that the Property
                is currently in the same condition as Seller previously disclosed in that statement. Seller agrees to inform Buyer in writing of any
                changes in the content of the disclosure statement.
                Buyer has not received the Seller’s Disclosure Statement. Buyer may terminate this Agreement, in writing, any time prior to receipt
                of the Seller’s Disclosure Statement. Once Buyer has received the Seller’s Disclosure Statement, Buyer may terminate this
                Agreement, in writing, within 72 hours of receipt if the disclosure was received in person, or within 120 hours if received by
                registered mail. Exceptions:
                Seller is exempt from the requirements of the Seller Disclosure Act.
        4. Lead-Based Paint Addendum: Transactions involving homes built prior to 1978 require a written disclosure which is hereby attached
            and will be an integral part of this Agreement.
        5. Property Description: Buyer offers to buy the property located in the       City    Village Township of                Muskegon          ,
            County of                 Muskegon                , Michigan, commonly known as (insert mailing address: street/city/state/zip code)
                                                           275 Mason ave                                                               Muskegon                            49441
             with the following legal description and tax parcel ID numbers:
                                                                 LONG LEAGAL ON FILE.. LISTING SHEET ATTACHED


             PP#                                                                       6124205391000300                                                                                  .
           The following paragraph applies only if the Premises include unplatted land:
           Seller agrees to grant Buyer at closing the right to make (insert number)                     division(s) under Section 108(2), (3), and
           (4) of the Michigan Land Division Act. (If no number is inserted, the right to make divisions under the sections referenced above stays
           with any remainder of the parent parcel retained by Seller. If a number is inserted, Seller retains all available divisions in excess of the
           number stated; however, Seller and/or REALTOR® do not warrant that the number of divisions stated is actually available.) If this sale
           will create a new division, Seller’s obligations under this Agreement are contingent on Seller’s receipt of municipal approval on or
           before                                  , of the proposed division to create the Premises.
        6. Purchase Price: Buyer offers to buy the Property for the sum of $                 180000
                                                            one hundred eighty thousand                                                    U.S. Dollars
        7. Seller Concessions, if any:                                   seller to contribute $5000 towards buyers prepaid points and closing costs


        8. Terms: The Terms of Purchase will be as indicated by “X” below: (Other unmarked terms of purchase do not apply.)
           SOURCE OF FUNDS TO CLOSE: Buyer represents that the funds necessary to close this transaction on the terms specified below
           are currently available to Buyer in cash or an equally liquid equivalent.
             If the Property’s value stated in an appraisal obtained by Buyer or Buyer’s lender is less than the Purchase Price, Buyer shall within
             three (3) days after receipt of the appraisal: 1) renegotiate with the Seller, 2) terminate the transaction, in which case Buyer shall
             receive a refund of Buyer’s Earnest Money Deposit, or 3) proceed to close the transaction at the agreed Purchase Price.
                  CASH. The full Purchase Price upon execution and delivery of Warranty Deed. Buyer Agrees to provide Buyer Agent/Dual Agent
                  verification of funds within five (5) days after the Effective Date, and consents to the disclosure of such information to Seller and/or
                  Seller’s Agent. If verification of funds is not received within 5 days after the Effective Date, Seller may terminate this Agreement
                  at any time before verification of funds is received by giving written notice to Buyer. Any appraisal required by Buyer shall be
                  arranged and paid for by Buyer within ten (10) days after the Effective Date of this Agreement.
                  NEW MORTGAGE. The full Purchase Price upon execution and delivery of Warranty Deed, contingent upon Buyer’s ability to
                  obtain a             CONV               type        30       (year) mortgage in the amount of      97%     % of the Purchase Price
                  bearing interest at a rate not to exceed       TBD      % per annum (rate at time of loan application), on or before the date the sale is
                  to be closed. Buyer agrees to apply for a mortgage loan, and pay all fees and costs customarily charged by Buyer’s lender to
                  process the application, within          3-4       days after the Effective Date, not to impair Buyers’ credit after the date such loan if
                  offered.      Seller    Buyer will agree to pay an amount not to exceed $               0         representing repairs required as a
                  condition of financing. Buyer         agrees      does not agree to authorize Buyer’s Agent/Dual Agent to obtain information from
         ©Copyright, West Michigan REALTOR® Associations                                                    AR                                         FP
         Page 1 of 6 Rev. Date 2/2020                                                                    12/10/20
                                                                                                                            Buyer’s Initials        12/10/20
                                                                                                                                                                          Seller’s Initials
                                                                                                       4:52 PM PST                                8:48 PM EST
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                                                                                                               West Michigan Regional Purchase Agreement         Page 2 of 6
                   Buyer’s lender regarding Buyer’s financing, and consents to the disclosure of this information to Seller and/or Seller’s Agent.
                   Exceptions:

                   SELLER FINANCING (check one of the following):                   CONTRACT or                    PURCHASE MONEY MORTGAGE
                   In the case of Seller financing, Buyer agrees to provide Seller with a credit report within 72 hours after the Effective Date. If the
                   credit report is unacceptable to Seller, Seller shall have the right to terminate this offer within 48 hours of Seller’s receipt, or if
                   Buyer fails to provide said credit report to Seller within the time frame allotted, Seller shall have the right to terminate this offer
                   within 48 hours. Seller is advised to seek professional advice regarding the credit report.
                   $                           upon execution and delivery of a
                   form (name or type of form and revision date), a copy of which is attached, wherein the balance of $
                   will be payable in monthly installments of $                           or more including interest at                     % per annum,
                   interest to start on date of closing, and first payment to become due thirty (30) days after date of closing. The entire unpaid balance
                   will become due and payable                           months after closing. Any appraisal required by Buyer shall be arranged and
                   paid for by Buyer within ten (10) days after the Effective Date of this Agreement. Exceptions:


                   EQUITY (check one of the following):        Formal Assumption or        Informal Assumption
                   Upon execution and delivery of:       Warranty Deed subject to existing mortgage OR             Assignment of Vendee Interest
                   in Land Contract, Buyer to pay the difference (approximately $                             ) between the Purchase Price above
                   provided and the unpaid balance (approximately $                             ) upon said mortgage or land contract, which Buyer
                   agrees to assume and pay. Buyer agrees to reimburse Seller for accumulated funds held in escrow, if any, for payment of future
                   taxes and insurance premiums, etc. Any appraisal required by Buyer shall be arranged and paid for by Buyer within ten
                   (10) days after the Effective Date of this Agreement. Exceptions:

                   OTHER:


         9. Contingencies: Buyer’s obligation to consummate this transaction (check one):
                   IS NOT CONTINGENT - is not contingent upon the sale or exchange of any other property by Buyer.
                   IS CONTINGENT UPON CLOSING - is contingent upon closing of an existing sale or exchange of Buyer’s property located at:

                   A copy of Buyer’s agreement to sell or exchange that property is being delivered to Seller along with this offer. If the existing sale
                   or exchange terminates for any reason, Buyer will immediately notify Seller, and either party may terminate this Agreement in
                   writing, within 3 days of Buyer’s notice to Seller. If either party terminates, Buyer shall receive a refund of any applicable Earnest
                   Money Deposit.
                   IS CONTINGENT UPON THE SALE AND CLOSING - is contingent upon the execution of a binding agreement and the closing
                   of a sale or exchange of Buyer’s property located at
                                                         on or before                                      . Seller will have the right to continue to
                   market Seller’s Property until Buyer enters into a binding agreement to sell or exchange Buyer’s property and delivers a copy
                   thereof to Seller. During such marketing period, Seller may enter into a binding contract for sale to another purchaser on such
                   price and terms as the Seller deems appropriate. In such event, this Agreement will automatically terminate, Buyer will be notified
                   promptly, and Buyer’s Earnest Money Deposit will be refunded. Exceptions:

         10. Fixtures & Improvements: The following is not intended to be an all-inclusive list of items included with the Property. All
             improvements and appurtenances are included in the Purchase Price, if now in or on the Property, unless rented, including the
             following: all buildings; landscaping; attached smart home devices; attached security systems; lighting fixtures and their shades and
             bulbs; ceiling fans; hardware for draperies and curtains; window shades and blinds; built-in kitchen appliances, including garbage
             disposal and drop-in ranges; wall to wall carpeting, if attached; all attached mirrors; all attached TV mounting brackets; all attached
             shelving; attached work benches; stationary laundry tubs; water softener; water heater; incinerator; sump pump; water pump and
             pressure tank; heating and air conditioning equipment (window units excluded); attached humidifiers; heating units, including add-on
             heating stoves and heating stoves connected by flue pipe; fireplace screens, inserts, and grates; fireplace doors, if attached; liquid
             heating and cooking fuel tanks; TV antenna and complete rotor equipment; satellite dish and necessary accessories and complete
             rotor equipment; all support equipment for inground pools; screens and storm windows and doors; awnings; installed basketball
             backboard, pole and goal; mailbox; flagpole(s); fencing, invisible inground fencing and all related equipment, including collars;
             detached storage buildings; underground sprinkling, including the pump; installed outdoor grills; all plantings and bulbs; garage door
             opener and control(s); and any and all items and fixtures permanently affixed to the Property; and also includes:
                                                                      All appliances seen in the home on 12/08/2020




              but does not include:


                                                         275 Mason ave, Muskegon, MI 49441                                                12/10/2020
                                                 Subject Property Address/Description                                                       Date                 Time
         ©Copyright, West Michigan REALTOR® Associations                                              AR                                       FP
         Revision Date 2/2020                                                                      12/10/20            Buyer’s Initials       12/10/20        Seller’s Initials
                                                                                                 4:52 PM PST                                8:48 PM EST
                                                                                                dotloop verified                           dotloop verified
dotloop signature verification: dtlp.us/DLhv-ivtA-3HaO



                                                                                                            West Michigan Regional Purchase Agreement          Page 3 of 6

         11. Heating and Cooking Fuels: Liquid heating and cooking fuels in tanks are included in the sale and will transfer to Buyer at time of
             possession unless usage is metered (in which case it is not included in the sale). Sellers are responsible for maintaining heating and
             cooking liquid fuels at an operational level and shall not permit fuels to fall below 10% in the tank(s) at the time of possession, except
             that the tank(s) may be empty only if now empty. Further, Seller is precluded from removing fuel from tank(s) other than what is
             expended through normal use. Exceptions:

         12. Assessments (choose one):
             If the Property is subject to any assessments,
                  Seller shall pay the entire balance of any such assessments that are due and payable on or before the day of closing (regardless
                  of any installment arrangements), except for any fees that are required to connect to public utilities.
                  Seller shall pay all installments of such assessments that become due and payable on or before day of closing. Buyer shall assume
                  and pay all other installments of such assessments.
         13. Property Taxes: Seller will be responsible for any taxes billed prior to those addressed below. Buyer will be responsible for all
             taxes billed after those addressed below.
              Buyer is also advised that the state equalized value of the Property, principal residence exemption information and other real property
              tax information is available from the appropriate local assessor’s office. Buyer should not assume that Buyer’s future tax bills on the
              Property will be the same as Seller’s present tax bills. Under Michigan law, real property tax obligations can change significantly when
              property is transferred.
                  No proration.           (Choose one):
                         Buyer                Seller    will pay taxes billed summer                    (year);
                         Buyer                Seller    will pay taxes billed winter                    (year);
                  Calendar Year Proration (all taxes billed or to be billed in the year of the closing). Calendar year tax levies will be estimated, if
                  necessary, using the taxable value and the millage rate(s) in effect on the day of closing, broken down to a per diem tax payment
                  and prorated to the date of closing with Seller paying for January 1 through the day before closing.
                  Fiscal Year Proration - Taxes will be prorated as though they are paid in (choose one):         advance.          arrears.
                  Fiscal Year will be assumed to cover a 12-month period from date billed, and taxes will be prorated to the date of closing. Fiscal
                  year tax levies will be estimated, if necessary, using the taxable value and millage rate(s) in effect on the day of closing, broken
                  down to a per diem tax payment and prorated to the date of closing with Seller paying through the day before closing. Exceptions:

         14. Well/Septic: Within ten (10) days after the Effective Date, Seller will arrange for, at Seller’s expense, an inspection of the primary well
             used for human consumption (including a water quality test for coliform bacteria and nitrates) and septic systems in use on the
             Property. The inspection will be performed by a qualified inspector in a manner that meets county (or other local governmental
             authority, if applicable) protocol. Seller will also follow any governmental rules regarding pumping of tanks.
              Where no county or government protocol is in place, Seller will arrange for, at Seller’s expense, well and septic inspections (as
              referenced above) by a qualified inspector and Seller will have the septic tank(s) pumped at Seller’s expense.
              If any report discloses a condition unsatisfactory to Buyer, or doesn’t meet county standards that are a condition of sale, Buyer may,
              within three (3) days after Buyer has received the report, by written notice to Seller, either terminate this Agreement and receive a
              refund of Buyer’s Earnest Money Deposit, or make a written proposal to Seller to correct those unsatisfactory conditions. If Buyer fails
              to make a written proposal within the above referenced time period, then Buyer will be deemed to have accepted the well/septic as-
              is. Seller will respond in writing within three (3) days to Buyer’s request. If Seller fails to respond or to arrive at a mutually agreeable
              resolution within three (3) days after Seller’s receipt of Buyer’s proposal, Buyer will have three (3) days to provide written notice of
              termination of this Agreement and receive a refund of any applicable Earnest Money Deposit. If Buyer fails to terminate the contract,
              Buyer will proceed to closing according to the terms and conditions of this Agreement. Exceptions:

         15. Inspections & Investigations:
              Inspections: Buyer, or someone selected by Buyer, has the right to inspect the buildings, premises, components and systems, at
              Buyer’s expense. Any damage, misuse, abuse, or neglect of any portion of the Property or premises as a result of inspections will be
              Buyer’s responsibility and expense. In the event of VA financing, Seller will pay for the inspection for termites and other wood
              destroying insects.
              Investigations: It is Buyer’s responsibility to investigate (i) whether the Property complies with applicable codes and local ordinances
              and whether the Property is zoned for Buyer’s intended use; (ii) whether Buyer can obtain a homeowner’s insurance policy for the
              Property at price and terms acceptable to Buyer; (iii) and whether or not the Property is in a flood zone.
              All inspections and investigations will be completed within ten (10) days after the Effective Date. If the results of Buyer’s inspections
              and investigations are not acceptable to Buyer, Buyer may, within the above referenced period, by written notice to Seller, either
              terminate this Agreement and receive a refund of Buyer’s Earnest Money Deposit, or make a written proposal to Seller to correct
              those unsatisfactory conditions. If Buyer fails to make a written proposal within the above referenced time period, then Buyer will be

                                                         275 Mason ave, Muskegon, MI 49441                                             12/10/2020
                                                 Subject Property Address/Description                                                     Date                 Time
         ©Copyright, West Michigan REALTOR® Associations                                           AR                                          FP
         Revision Date 2/2020                                                                   12/10/20
                                                                                                                    Buyer’s Initials        12/10/20
                                                                                                                                                            Seller’s Initials
                                                                                              4:52 PM PST                                 8:48 PM EST
                                                                                             dotloop verified                            dotloop verified
dotloop signature verification: dtlp.us/DLhv-ivtA-3HaO



                                                                                                               West Michigan Regional Purchase Agreement          Page 4 of 6

            deemed to have accepted the Property as-is. Seller may negotiate with Buyer, or by written notice to Buyer, accept Buyer’s proposal
            or terminate this Agreement. If Seller fails to respond, or to arrive at a mutually agreeable resolution within three (3) days after Seller’s
            receipt of Buyer’s proposal, Buyer shall have three (3) days to provide written notice of termination of this Agreement and receive a
            refund of any applicable Earnest Money Deposit. If Buyer fails to terminate this Agreement within said three (3) day period, Buyer will
            be deemed to accept the Inspections & Investigations and will proceed to closing according to the terms and conditions of this
            Agreement.
                Buyer has waived all rights under this Inspections & Investigations paragraph.
        16. Municipal Compliances: Seller will arrange and pay for current certificates of occupancy, sidewalk compliance, and smoke detector
            ordinances, if applicable.
        17. Title Insurance: Seller agrees to convey marketable title to the Property subject to conditions, limitations, reservation of oil, gas and
            other mineral rights, existing zoning ordinances, and building and use restrictions and easements of record. An expanded coverage
            ALTA Homeowner’s Policy of Title Insurance in the amount of the Purchase Price shall be ordered by Seller and furnished to Buyer at
            Seller’s expense, and a commitment to issue a policy insuring marketable title vested in Buyer, including a real estate tax status
            report, will be made available to Buyer within ten (10) days after the Effective Date. If Buyer so chooses, or if an expanded policy is
            not applicable, then a standard ALTA Owners’ Policy of Title Insurance shall be provided.
              If Buyer objects to any conditions, Buyer may, within three (3) days of receipt of the Title Commitment, by written notice to Seller,
              either terminate this Agreement and receive a refund of Buyer’s Earnest Money Deposit, or make a written proposal to Seller to correct
              those unsatisfactory conditions. If Buyer fails to make a written proposal within the above referenced time period, then Buyer will be
              deemed to have accepted the Title Commitment as-is. Seller may negotiate with Buyer, or by written notice to Buyer, accept Buyer’s
              proposal or terminate this Agreement. If Seller fails to respond, or to arrive at a mutually agreeable resolution within three (3) days
              after Seller’s receipt of Buyer’s proposal, Buyer shall have three (3) days to provide written notice of termination of this Agreement and
              shall receive a refund of any applicable Earnest Money Deposit. If Buyer fails to terminate this Agreement within said three (3) day
              period, Buyer will be deemed to accept the Title Commitment as-is and will proceed to closing according to the terms and conditions
              of this Agreement. Exceptions:
                                                                              Buyer Choose to us ATA Title
        18. Property Survey: Broker advises that Buyer should have a survey performed to satisfy Buyer as to the boundaries of the Property
            and the location of improvements thereon.
                 Buyer or      Seller (check one) shall within ten (10) days of the Effective Date, order, at their expense, a boundary survey certified
              to Buyer with iron corner stakes showing the location of the boundaries, improvements and easements in connection with the Property.
              Upon receipt of the survey, Buyer will have three (3) days to review the survey. If the survey shows any condition, in Buyer’s sole
              discretion, which would interfere with Buyer’s intended use of the Property, the marketability of the title, or zoning non-compliance, then
              Buyer may, within said three (3) day period, terminate this Agreement, in writing, and Buyer will receive a full refund of Buyer’s Earnest
              Money Deposit.
                 No survey. Buyer has waived all rights under this paragraph.
              When closing occurs, Buyer shall be deemed to have accepted the boundaries of the Property and the location of such improvements
              thereon. Exceptions:

        19. Home Protection Plan: Buyer and Seller have been informed that home protection plans may be available. Such plans may provide
            additional protection and benefit to the parties. Exceptions:

        20. Prorations: Rent; association dues/fees, if any; insurance, if assigned; interest on any existing land contract, mortgage or lien
            assumed by Buyer; will all be adjusted to the date of closing.
        21. Closing: If agreeable to Buyer and Seller, the sale will be closed as soon as closing documents are ready, but not later than
                 01/12/202124 SUBD CITY     . An additional period of fifteen (15) days will be allowed for closing to accommodate the
            correction of title defects or survey problems which can be readily corrected, or for delays in obtaining any lender required
            inspections/repairs. During this additional period, the closing will be held within 5 days after all parties have been notified that all
            necessary documents have been prepared. Buyer and Seller will each pay their title company closing fee, if applicable, except in the
            case of VA financing where Seller will pay the entire closing fee. Exceptions:

        22. Possession: Seller will maintain the Property in its present condition until the completion of the closing of the sale. Possession to be
            delivered to Buyer, subject to rights of present tenants, if any.
                 At the completion of the closing of the sale.
                 At                   a.m.   p.m. on the                    day after completion of the closing of the sale, during which time Seller
            will have the privilege to occupy the Property and hereby agrees to pay Buyer $                                          as an occupancy
            fee for this period payable at closing, WITHOUT PRORATION. Payment shall be made in the form of cash or certified funds.
            If Seller fails to deliver possession to Buyer on the agreed date, Seller shall become a tenant at sufferance and shall pay to Buyer as
            liquidated damages $           350       per day plus all of the Buyer’s actual reasonable attorney's fees incurred in removing the Seller
            from the Property.



                                                         275 Mason ave, Muskegon, MI 49441                                                12/10/2020
                                                 Subject Property Address/Description                                                        Date                 Time
         ©Copyright, West Michigan REALTOR® Associations                                               AR                                       FP
         Revision Date 2/2020                                                                       12/10/20           Buyer’s Initials        12/10/20        Seller’s Initials
                                                                                                  4:52 PM PST                                8:48 PM EST
                                                                                                 dotloop verified                           dotloop verified
dotloop signature verification: dtlp.us/DLhv-ivtA-3HaO



                                                                                                            West Michigan Regional Purchase Agreement          Page 5 of 6
              If Seller occupies the Property after closing, Seller will pay all utilities during such occupancy. Buyer will maintain the structure and
              mechanical systems at the Property. However, any repairs or replacements necessitated by Seller’s misuse, abuse, or neglect of any
              portion of the Property will be Seller’s responsibility and expense.
              On the agreed delivery date, Seller shall deliver the Property free of trash and debris and in broom-clean condition, shall remove all
              personal property (unless otherwise stated in this or an additional written agreement), shall make arrangements for final payment on
              all utilities, and shall deliver all keys to Buyer. Exceptions:

        23. Earnest Money Deposit: For valuable consideration, Buyer gives Seller until                             5:00pm                      (time) on
                         12/11/2020             (date), to deliver the written acceptance of this offer and agrees that this offer, when accepted by
            Seller, will constitute a binding Agreement between Buyer and Seller. An Earnest Money Deposit in the amount of $ $2000 upon acceptance
            shall be submitted to                                 Fivestar Real Estate Leaders                             (insert name of broker, title
            company, other) within 72 hours of the Effective Date of this Agreement, and shall be applied against the Purchase Price. If the Earnest
            Money Deposit is not received within 72 hours of the Effective Date or is returned for insufficient funds, Seller may terminate this
            Agreement until such time as the Earnest Money Deposit is received. If Seller terminates this Agreement under this provision, Seller
            waives any claim to the Earnest Money Deposit. If the sale is not closed due to a failure to satisfy a contingency for a reason other
            than the fault of Buyer, the Earnest Money Deposit shall be refunded to Buyer. If the sale is not closed as provided in this Agreement
            and Buyer and Seller do not agree to the disposition of the Earnest Money Deposit, then Buyer and Seller agree that the Broker holding
            the Earnest Money Deposit may notify Buyer and Seller, in writing, of Broker’s intended disposition of the Earnest Money Deposit. If
            Buyer and Seller do not object to such disposition in writing within fifteen (15) days after the date of Broker’s notice, they will be deemed
            to have agreed to Broker’s proposed disposition; if either Buyer or Seller object and no mutually agreeable disposition can be
            negotiated, Broker may deposit the funds by interpleader with a court of proper jurisdiction or await further actions by Buyer and Seller.
            In the event of litigation involving the deposit, in whole or in part, either the Seller or the Buyer that is not the prevailing party, as
            determined by the court, will reimburse the other for reasonable attorneys’ fees and expenses incurred in connection with the litigation,
            and will reimburse the Broker for any reasonable attorneys’ fees and expenses incurred in connection with any interpleader action
            instituted. If the entity holding the Earnest Money Deposit is not the Broker, then to the extent that the terms of any escrow agreement
            conflict with this paragraph, then the terms and conditions of the escrow agreement shall control.
        24. Professional Advice: Broker hereby advises Buyer and Seller to seek legal, tax, environmental and other appropriate professional
            advice relating to this transaction. Broker does not make any representations or warranties with respect to the advisability of, or the
            legal effect of this transaction. Buyer further acknowledges that REALTOR® above named in the Agreement hereby recommends to
            Buyer that an attorney be retained by Buyer to pass upon the marketability of the title and to ascertain that the required details of the
            sale are adhered to before the transaction is consummated. Buyer agrees that Buyer is not relying on any representation or statement
            made by Seller or any real estate salesperson (whether intentionally or negligently) regarding any aspect of the Property or this sale
            transaction, except as may be expressly set forth in this Agreement, a written amendment to this Agreement, or a disclosure statement
            separately signed by Seller.
        25. Disclosure of Information: Buyer and Seller acknowledge and agree that the Purchase Price, terms, and other details with respect
            to this transaction (when closed) are not confidential, will be disclosed to REALTORS® who participate in the applicable Multiple Listing
            Service, and may otherwise be used and/or published by that Multiple Listing Service in the ordinary course of its business.
        26. Other Provisions:




        27. Mergers and Integrations: This Agreement is the final expression of the complete agreement of Buyer and Seller, and there are no
            oral agreements existing between Buyer and Seller relating to this transaction. This Agreement may be amended only in writing signed
            by Buyer and Seller and attached to this Agreement.
        28. Fax/Electronic Distribution and Electronic Signatures: Buyer and Seller agree that any signed copy of this Agreement, and any
            amendments or addendums related to this transaction, transmitted by facsimile or other electronic means shall be competent evidence
            of its contents to the same effect as an original signed copy. Buyer and Seller further agree that an electronic signature is the legal
            equivalent of a manual or handwritten signature, and consent to use of electronic signatures. Buyer and Seller agree that any notice(s)
            required or permitted under this Agreement may also be transmitted by facsimile or other electronic means.
        29. Wire Fraud: Seller and Buyer are advised that wire fraud is an increasingly common problem. If you receive any electronic
            communication directing you to transfer funds or provide nonpublic personal information (such as social security numbers, drivers’
            license numbers, wire instructions, bank account numbers, etc.), even if that electronic communication appears to be from the
            Broker, Title Company, or Lender, DO NOT reply until you have verified the authenticity of the email by direct communication with
            Broker, Title Company, or Lender. DO NOT use telephone numbers provided in the email. Such requests may be part of a scheme
            to steal funds or use your identity.


                                                         275 Mason ave, Muskegon, MI 49441                                             12/10/2020
                                                 Subject Property Address/Description                                                     Date                 Time
         ©Copyright, West Michigan REALTOR® Associations                                           AR                                        FP
         Revision Date 2/2020                                                                   12/10/20            Buyer’s Initials        12/10/20        Seller’s Initials
                                                                                              4:52 PM PST                                 8:48 PM EST
                                                                                             dotloop verified                            dotloop verified
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                                                                                                                 West Michigan Regional Purchase Agreement                      Page 6 of 6

        30. Buyer’s Approval and Acknowledgment: Buyer approves the terms of this offer and acknowledges receipt of a copy of this offer.
                                                                                                                                                              dotloop verified
                                                                                                              Alex Reinsma                                    12/10/20 4:52 PM PST
              Buyer 1 Address                                                                             X                                                   VSAP-1DCB-ZQLR-NLIT    Buyer
              Buyer 1 Phone: (Res.)                                 (Bus.)                                                                Alex Reinsma
                                                                                                                        Print name as you want it to appear on documents.

              Buyer 2 Address                                                                             X                                                                          Buyer
              Buyer 2 Phone: (Res.)                                 (Bus.)
                                                                                                                        Print name as you want it to appear on documents.


        31. Seller’s Response: The above offer is approved:                     As written.      As written except:
                                                                             Sale Price to be $187,000.




             Counteroffer, if any, expires                                        , at                    (time). Seller has the right to withdraw this
             counter offer and to accept other offers until Seller or Seller’s Agent has received notice of Buyer’s acceptance.
        32. Certification of Previous Disclosure Statement: Seller certifies to Buyer that the Property is currently in the same condition as
            disclosed in the Seller’s Disclosure Statement dated                            (check one): Yes No. Seller agrees to inform Buyer
            in writing of any changes in the content of the disclosure statement prior to closing.
        33. Notice to Seller: Seller understands that consummation of the sale or transfer of the Property described in this Agreement will not
            relieve Seller of any liability that Seller may have under the mortgages to which the Property is subject, unless otherwise agreed to by
            the lender or required by law or regulation. Buyer and Seller are advised that a Notice to Seller & Buyer of Underlying Mortgage form
            is available from the respective agents via the West Michigan REALTOR® Boards.
       34. Listing Office Address:                        3265 Walker Ave, Grand Rapids, MI 49544                      Listing Broker License #
             Listing Agent Name:                           Mariana Murillo VanDam/Brent Cox                            Listing Agent License #

        35. Seller’s Approval and Acknowledgment: Seller approves the terms of this Agreement and acknowledges receipt of a copy. If Seller’s
            response occurs after Buyer’s offer expires, then Seller’s response is considered a counteroffer and Buyer’s acceptance is required
            below.                                                                                                            dotloop verified
            X (Seller’s Signature, Date, Time): Frank Peterson                                                                12/10/20 8:48 PM EST
                                                                                                                              FEPB-CKKC-2DH5-GK2O

                                                Frank Peterson                                                       Is Seller a U.S. Citizen?     Yes        No*
                                Print name as you want it to appear on documents.

             X (Seller’s Signature, Date, Time):
                                                                                                                     Is Seller a U.S. Citizen?     Yes        No*
                                 Print name as you want it to appear on documents.
             Seller’s Address:                275 Mason ave, Muskegon, MI 49441         Seller’s Phone (Res.)                                       (Bus)
                            * If Seller(s) is not a U.S. Citizen, there may be tax implications and Buyer and Seller are advised to seek professional advice.

        36. Buyer’s Receipt/Acceptance: Buyer acknowledges receipt of Seller’s response to Buyer’s offer. In the event Seller’s response
            constitutes a counteroffer, Buyer accepts said counteroffer. All other terms and conditions in the offer remain unchanged.
             X (Buyer’s Signature, Date, Time):

             X (Buyer’s Signature, Date, Time):

        37. Seller’s Receipt: Seller acknowledges receipt of Buyer’s acceptance of counter offer.
             X (Seller’s Signature, Date, Time):
             X (Seller’s Signature, Date, Time):


                                                         275 Mason ave, Muskegon, MI 49441                                                       12/10/2020
                                                 Subject Property Address/Description                                                               Date                        Time
         ©Copyright, West Michigan REALTOR® Associations                                                AR                                             FP
         Revision Date 2/2020                                                                        12/10/20                Buyer’s Initials         12/10/20               Seller’s Initials
                                                                                                   4:52 PM PST                                      8:48 PM EST
                                                                                                  dotloop verified                                 dotloop verified
                           Agenda Item Review Form
                           Muskegon City Commission
Commission Meeting Date: January 12, 2021                 Title: Sale – 346 Mason Ave

Submitted By: Frank Peterson                              Department: City Manager

Brief Summary: City staff is seeking authorization to sell the city-owned home at 346 Mason to
Christopher and Morgan Lawson.

Detailed Summary: The city constructed this house as part of the phase two of our infill housing program.
Our contract to construct the home was $197,464. We also anticipated $11,844 in sales commissions. The
accepted purchase price is $179,900, and the incurred sales commissions are $10,800. The City will not
contribute toward closing costs.

Amount Requested: None at this time                     Amount Budgeted: $0

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

Recommended Motion: Authorize the City Manager to complete the sale of 346 Mason Ave, as described
in the purchase agreement.

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


For City Clerk Use Only:
Commission Action:
dotloop signature verification: dtlp.us/cobY-fzL1-EpLH
                                dtlp.us/bZ6Q-HEe8-DRhe

                                                         WEST MICHIGAN REGIONAL PURCHASE AGREEMENT
                                                                                                                                                                    #
         DATE:                       01/04/2021                   ,        7:00pm           (time)                                       MLS #                 20048081

         SELLING OFFICE:                       Re/max Lakeshore               BROKER LIC.#:                               REALTOR® PHONE:                      231-903-8600

         LISTING OFFICE:                    West Urban Realty LLC            REALTOR® PHONE:                     616-874-7085

        1. Effective Date: This Agreement is effective on the date of Seller's acceptance of Buyer's offer or Buyer's acceptance of any
            counteroffer, as the case may be, and this date shall hereafter be referred to as the "Effective Date". Further, any reference to "days"
            in this Agreement refers to calendar days. The first calendar day begins at 12:01 a.m. on the day after the Effective Date. Any reference
            to "time" refers to local time.
         2. Agency Disclosure: The Undersigned Buyer and Seller each acknowledge that they have read and signed the Disclosure Regarding
             Real Estate Agency Relationships. The selling licensee is acting as (check one):
                  Agent/Subagent of Seller            Buyer’s Agent           Dual Agent (with written, informed consent of both Buyer and Seller)
                  Transaction Coordinator
              Primary Selling Agent Name:                             SANDI GENTRY                   Email: [email protected] Lic.#:

            Alternate Selling Agent Name: TYLER COOK (PEND UNDER SANDI ONLY) Email: [email protected] Lic.#:
         3. Seller’s Disclosure Statement: (This paragraph applies to sales of one-to-four family residential units.)
                Buyer has received the Seller’s Disclosure Statement, dated                             . Seller certifies to Buyer that the Property
                is currently in the same condition as Seller previously disclosed in that statement. Seller agrees to inform Buyer in writing of any
                changes in the content of the disclosure statement.
                Buyer has not received the Seller’s Disclosure Statement. Buyer may terminate this Agreement, in writing, any time prior to receipt
                of the Seller’s Disclosure Statement. Once Buyer has received the Seller’s Disclosure Statement, Buyer may terminate this
                Agreement, in writing, within 72 hours of receipt if the disclosure was received in person, or within 120 hours if received by
                registered mail. Exceptions:
                Seller is exempt from the requirements of the Seller Disclosure Act.
        4. Lead-Based Paint Addendum: Transactions involving homes built prior to 1978 require a written disclosure which is hereby attached
            and will be an integral part of this Agreement.
        5. Property Description: Buyer offers to buy the property located in the       City    Village Township of               Muskegon           ,
            County of                 Muskegon                , Michigan, commonly known as (insert mailing address: street/city/state/zip code)
                                                           346 Mason ave                                                               Muskegon                          49441
             with the following legal description and tax parcel ID numbers:



            PP#                                                                      61-24-205-389-0009-00                                                                             .
           The following paragraph applies only if the Premises include unplatted land:
           Seller agrees to grant Buyer at closing the right to make (insert number)                     division(s) under Section 108(2), (3), and
           (4) of the Michigan Land Division Act. (If no number is inserted, the right to make divisions under the sections referenced above stays
           with any remainder of the parent parcel retained by Seller. If a number is inserted, Seller retains all available divisions in excess of the
           number stated; however, Seller and/or REALTOR® do not warrant that the number of divisions stated is actually available.) If this sale
           will create a new division, Seller’s obligations under this Agreement are contingent on Seller’s receipt of municipal approval on or
           before                                  , of the proposed division to create the Premises.
        6. Purchase Price: Buyer offers to buy the Property for the sum of $                 170,000
                                                            one hundred seventy thousand                                                   U.S. Dollars
        7. Seller Concessions, if any:                                                                       NONE


        8. Terms: The Terms of Purchase will be as indicated by “X” below: (Other unmarked terms of purchase do not apply.)
           SOURCE OF FUNDS TO CLOSE: Buyer represents that the funds necessary to close this transaction on the terms specified below
           are currently available to Buyer in cash or an equally liquid equivalent.
            If the Property’s value stated in an appraisal obtained by Buyer or Buyer’s lender is less than the Purchase Price, Buyer shall within
            three (3) days after receipt of the appraisal: 1) renegotiate with the Seller, 2) terminate the transaction, in which case Buyer shall
            receive a refund of Buyer’s Earnest Money Deposit, or 3) proceed to close the transaction at the agreed Purchase Price.
                 CASH. The full Purchase Price upon execution and delivery of Warranty Deed. Buyer Agrees to provide Buyer Agent/Dual Agent
                 verification of funds within five (5) days after the Effective Date, and consents to the disclosure of such information to Seller and/or
                 Seller’s Agent. If verification of funds is not received within 5 days after the Effective Date, Seller may terminate this Agreement
                 at any time before verification of funds is received by giving written notice to Buyer. Any appraisal required by Buyer shall be
                 arranged and paid for by Buyer within ten (10) days after the Effective Date of this Agreement.
                 NEW MORTGAGE. The full Purchase Price upon execution and delivery of Warranty Deed, contingent upon Buyer’s ability to
                 obtain a                                type                 (year) mortgage in the amount of              % of the Purchase Price
                 bearing interest at a rate not to exceed                % per annum (rate at time of loan application), on or before the date the sale is
                 to be closed. Buyer agrees to apply for a mortgage loan, and pay all fees and costs customarily charged by Buyer’s lender to
                 process the application, within                    days after the Effective Date, not to impair Buyers’ credit after the date such loan if
                 offered.      Seller    Buyer will agree to pay an amount not to exceed $                         representing repairs required as a
                 condition of financing. Buyer         agrees      does not agree to authorize Buyer’s Agent/Dual Agent to obtain information from
         ©Copyright, West Michigan REALTOR® Associations                                                                                               FP
         Page 1 of 6 Rev. Date 2/2020                                                                   CL           ML     Buyer’s Initials        01/05/21
                                                                                                                                                                        Seller’s Initials
                                                                                                       01/05/21     01/05/21                      8:07 AM EST
                                                                                                     10:31 AM EST 10:30 AM EST                   dotloop verified
dotloop signature verification: dtlp.us/cobY-fzL1-EpLH
                                dtlp.us/bZ6Q-HEe8-DRhe



                                                                                                           West Michigan Regional Purchase Agreement              Page 2 of 6
                  Buyer’s lender regarding Buyer’s financing, and consents to the disclosure of this information to Seller and/or Seller’s Agent.
                  Exceptions:

                   SELLER FINANCING (check one of the following):                  CONTRACT or               PURCHASE MONEY MORTGAGE
                  In the case of Seller financing, Buyer agrees to provide Seller with a credit report within 72 hours after the Effective Date. If the
                  credit report is unacceptable to Seller, Seller shall have the right to terminate this offer within 48 hours of Seller’s receipt, or if
                  Buyer fails to provide said credit report to Seller within the time frame allotted, Seller shall have the right to terminate this offer
                  within 48 hours. Seller is advised to seek professional advice regarding the credit report.
                  $                           upon execution and delivery of a
                  form (name or type of form and revision date), a copy of which is attached, wherein the balance of $
                  will be payable in monthly installments of $                           or more including interest at                     % per annum,
                  interest to start on date of closing, and first payment to become due thirty (30) days after date of closing. The entire unpaid balance
                  will become due and payable                           months after closing. Any appraisal required by Buyer shall be arranged and
                  paid for by Buyer within ten (10) days after the Effective Date of this Agreement. Exceptions:


                   EQUITY (check one of the following):        Formal Assumption or        Informal Assumption
                   Upon execution and delivery of:       Warranty Deed subject to existing mortgage OR             Assignment of Vendee Interest
                   in Land Contract, Buyer to pay the difference (approximately $                             ) between the Purchase Price above
                   provided and the unpaid balance (approximately $                             ) upon said mortgage or land contract, which Buyer
                   agrees to assume and pay. Buyer agrees to reimburse Seller for accumulated funds held in escrow, if any, for payment of future
                   taxes and insurance premiums, etc. Any appraisal required by Buyer shall be arranged and paid for by Buyer within ten
                   (10) days after the Effective Date of this Agreement. Exceptions:

                   OTHER:


         9. Contingencies: Buyer’s obligation to consummate this transaction (check one):
                   IS NOT CONTINGENT - is not contingent upon the sale or exchange of any other property by Buyer.
                   IS CONTINGENT UPON CLOSING - is contingent upon closing of an existing sale or exchange of Buyer’s property located at:

                   A copy of Buyer’s agreement to sell or exchange that property is being delivered to Seller along with this offer. If the existing sale
                   or exchange terminates for any reason, Buyer will immediately notify Seller, and either party may terminate this Agreement in
                   writing, within 3 days of Buyer’s notice to Seller. If either party terminates, Buyer shall receive a refund of any applicable Earnest
                   Money Deposit.
                   IS CONTINGENT UPON THE SALE AND CLOSING - is contingent upon the execution of a binding agreement and the closing
                   of a sale or exchange of Buyer’s property located at
                                                         on or before                                      . Seller will have the right to continue to
                   market Seller’s Property until Buyer enters into a binding agreement to sell or exchange Buyer’s property and delivers a copy
                   thereof to Seller. During such marketing period, Seller may enter into a binding contract for sale to another purchaser on such
                   price and terms as the Seller deems appropriate. In such event, this Agreement will automatically terminate, Buyer will be notified
                   promptly, and Buyer’s Earnest Money Deposit will be refunded. Exceptions:

         10. Fixtures & Improvements: The following is not intended to be an all-inclusive list of items included with the Property. All
             improvements and appurtenances are included in the Purchase Price, if now in or on the Property, unless rented, including the
             following: all buildings; landscaping; attached smart home devices; attached security systems; lighting fixtures and their shades and
             bulbs; ceiling fans; hardware for draperies and curtains; window shades and blinds; built-in kitchen appliances, including garbage
             disposal and drop-in ranges; wall to wall carpeting, if attached; all attached mirrors; all attached TV mounting brackets; all attached
             shelving; attached work benches; stationary laundry tubs; water softener; water heater; incinerator; sump pump; water pump and
             pressure tank; heating and air conditioning equipment (window units excluded); attached humidifiers; heating units, including add-on
             heating stoves and heating stoves connected by flue pipe; fireplace screens, inserts, and grates; fireplace doors, if attached; liquid
             heating and cooking fuel tanks; TV antenna and complete rotor equipment; satellite dish and necessary accessories and complete
             rotor equipment; all support equipment for inground pools; screens and storm windows and doors; awnings; installed basketball
             backboard, pole and goal; mailbox; flagpole(s); fencing, invisible inground fencing and all related equipment, including collars;
             detached storage buildings; underground sprinkling, including the pump; installed outdoor grills; all plantings and bulbs; garage door
             opener and control(s); and any and all items and fixtures permanently affixed to the Property; and also includes:
                                                   ALL APPLIANCES CURRENTLY IN HOME, FRIDGE, OVEN, DISHWASHER, MICROWAVE,




              but does not include:


                                                         346 Mason ave, Muskegon, MI 49441                                                 01/04/2021            7:00PM
                                                 Subject Property Address/Description                                                        Date                 Time
         ©Copyright, West Michigan REALTOR® Associations                                          CL             ML
                                                                                                                        Buyer’s Initials
                                                                                                                                                FP
                                                                                                                                                               Seller’s Initials
         Revision Date 2/2020                                                                   01/05/21      01/05/21                         01/05/21
                                                                                                                                             8:07 AM EST
                                                                                              10:31 AM EST 10:30 AM EST
                                                                                                           dotloop verified                 dotloop verified
                                                                                             dotloop verified
dotloop signature verification: dtlp.us/cobY-fzL1-EpLH
                                dtlp.us/bZ6Q-HEe8-DRhe



                                                                                                            West Michigan Regional Purchase Agreement                        Page 3 of 6

         11. Heating and Cooking Fuels: Liquid heating and cooking fuels in tanks are included in the sale and will transfer to Buyer at time of
             possession unless usage is metered (in which case it is not included in the sale). Sellers are responsible for maintaining heating and
             cooking liquid fuels at an operational level and shall not permit fuels to fall below 10% in the tank(s) at the time of possession, except
             that the tank(s) may be empty only if now empty. Further, Seller is precluded from removing fuel from tank(s) other than what is
             expended through normal use. Exceptions:

         12. Assessments (choose one):
             If the Property is subject to any assessments,
                 Seller shall pay the entire balance of any such assessments that are due and payable on or before the day of closing (regardless
                 of any installment arrangements), except for any fees that are required to connect to public utilities.
                 Seller shall pay all installments of such assessments that become due and payable on or before day of closing. Buyer shall assume
                 and pay all other installments of such assessments.
         13. Property Taxes: Seller will be responsible for any taxes billed prior to those addressed below. Buyer will be responsible for all
             taxes billed after those addressed below.
              Buyer is also advised that the state equalized value of the Property, principal residence exemption information and other real property
              tax information is available from the appropriate local assessor’s office. Buyer should not assume that Buyer’s future tax bills on the
              Property will be the same as Seller’s present tax bills. Under Michigan law, real property tax obligations can change significantly when
              property is transferred.
                 No proration.           (Choose one):
                        Buyer                Seller    will pay taxes billed summer                     (year);
                        Buyer                Seller    will pay taxes billed winter                     (year);
                 Calendar Year Proration (all taxes billed or to be billed in the year of the closing). Calendar year tax levies will be estimated, if
                 necessary, using the taxable value and the millage rate(s) in effect on the day of closing, broken down to a per diem tax payment
                 and prorated to the date of closing with Seller paying for January 1 through the day before closing.
                 Fiscal Year Proration - Taxes will be prorated as though they are paid in (choose one):         advance.          arrears.
                 Fiscal Year will be assumed to cover a 12-month period from date billed, and taxes will be prorated to the date of closing. Fiscal
                 year tax levies will be estimated, if necessary, using the taxable value and millage rate(s) in effect on the day of closing, broken
                 down to a per diem tax payment and prorated to the date of closing with Seller paying through the day before closing. Exceptions:

         14. Well/Septic: Within ten (10) days after the Effective Date, Seller will arrange for, at Seller’s expense, an inspection of the primary well
             used for human consumption (including a water quality test for coliform bacteria and nitrates) and septic systems in use on the
             Property. The inspection will be performed by a qualified inspector in a manner that meets county (or other local governmental
             authority, if applicable) protocol. Seller will also follow any governmental rules regarding pumping of tanks.
              Where no county or government protocol is in place, Seller will arrange for, at Seller’s expense, well and septic inspections (as
              referenced above) by a qualified inspector and Seller will have the septic tank(s) pumped at Seller’s expense.
              If any report discloses a condition unsatisfactory to Buyer, or doesn’t meet county standards that are a condition of sale, Buyer may,
              within three (3) days after Buyer has received the report, by written notice to Seller, either terminate this Agreement and receive a
              refund of Buyer’s Earnest Money Deposit, or make a written proposal to Seller to correct those unsatisfactory conditions. If Buyer fails
              to make a written proposal within the above referenced time period, then Buyer will be deemed to have accepted the well/septic as-
              is. Seller will respond in writing within three (3) days to Buyer’s request. If Seller fails to respond or to arrive at a mutually agreeable
              resolution within three (3) days after Seller’s receipt of Buyer’s proposal, Buyer will have three (3) days to provide written notice of
              termination of this Agreement and receive a refund of any applicable Earnest Money Deposit. If Buyer fails to terminate the contract,
              Buyer will proceed to closing according to the terms and conditions of this Agreement. Exceptions:

         15. Inspections & Investigations:
              Inspections: Buyer, or someone selected by Buyer, has the right to inspect the buildings, premises, components and systems, at
              Buyer’s expense. Any damage, misuse, abuse, or neglect of any portion of the Property or premises as a result of inspections will be
              Buyer’s responsibility and expense. In the event of VA financing, Seller will pay for the inspection for termites and other wood
              destroying insects.
              Investigations: It is Buyer’s responsibility to investigate (i) whether the Property complies with applicable codes and local ordinances
              and whether the Property is zoned for Buyer’s intended use; (ii) whether Buyer can obtain a homeowner’s insurance policy for the
              Property at price and terms acceptable to Buyer; (iii) and whether or not the Property is in a flood zone.
              All inspections and investigations will be completed within ten (10) days after the Effective Date. If the results of Buyer’s inspections
              and investigations are not acceptable to Buyer, Buyer may, within the above referenced period, by written notice to Seller, either
              terminate this Agreement and receive a refund of Buyer’s Earnest Money Deposit, or make a written proposal to Seller to correct
              those unsatisfactory conditions. If Buyer fails to make a written proposal within the above referenced time period, then Buyer will be

                                                         346 Mason ave, Muskegon, MI 49441                                                  01/04/2021                      7:00PM
                                                 Subject Property Address/Description                                                          Date                          Time
         ©Copyright, West Michigan REALTOR® Associations                                           CL           ML                                             FP
         Revision Date 2/2020                                                                                            Buyer’s Initials                   01/05/21
                                                                                                                                                                       Seller’s Initials
                                                                                                01/05/21      01/05/21
                                                                                              10:31 AM EST10:30 AM EST                                    8:07 AM EST
                                                                                             dotloop verified                                            dotloop verified
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                                                                                                           West Michigan Regional Purchase Agreement               Page 4 of 6

            deemed to have accepted the Property as-is. Seller may negotiate with Buyer, or by written notice to Buyer, accept Buyer’s proposal
            or terminate this Agreement. If Seller fails to respond, or to arrive at a mutually agreeable resolution within three (3) days after Seller’s
            receipt of Buyer’s proposal, Buyer shall have three (3) days to provide written notice of termination of this Agreement and receive a
            refund of any applicable Earnest Money Deposit. If Buyer fails to terminate this Agreement within said three (3) day period, Buyer will
            be deemed to accept the Inspections & Investigations and will proceed to closing according to the terms and conditions of this
            Agreement.
                Buyer has waived all rights under this Inspections & Investigations paragraph.
        16. Municipal Compliances: Seller will arrange and pay for current certificates of occupancy, sidewalk compliance, and smoke detector
            ordinances, if applicable.
        17. Title Insurance: Seller agrees to convey marketable title to the Property subject to conditions, limitations, reservation of oil, gas and
            other mineral rights, existing zoning ordinances, and building and use restrictions and easements of record. An expanded coverage
            ALTA Homeowner’s Policy of Title Insurance in the amount of the Purchase Price shall be ordered by Seller and furnished to Buyer at
            Seller’s expense, and a commitment to issue a policy insuring marketable title vested in Buyer, including a real estate tax status
            report, will be made available to Buyer within ten (10) days after the Effective Date. If Buyer so chooses, or if an expanded policy is
            not applicable, then a standard ALTA Owners’ Policy of Title Insurance shall be provided.
             If Buyer objects to any conditions, Buyer may, within three (3) days of receipt of the Title Commitment, by written notice to Seller,
             either terminate this Agreement and receive a refund of Buyer’s Earnest Money Deposit, or make a written proposal to Seller to correct
             those unsatisfactory conditions. If Buyer fails to make a written proposal within the above referenced time period, then Buyer will be
             deemed to have accepted the Title Commitment as-is. Seller may negotiate with Buyer, or by written notice to Buyer, accept Buyer’s
             proposal or terminate this Agreement. If Seller fails to respond, or to arrive at a mutually agreeable resolution within three (3) days
             after Seller’s receipt of Buyer’s proposal, Buyer shall have three (3) days to provide written notice of termination of this Agreement and
             shall receive a refund of any applicable Earnest Money Deposit. If Buyer fails to terminate this Agreement within said three (3) day
             period, Buyer will be deemed to accept the Title Commitment as-is and will proceed to closing according to the terms and conditions
             of this Agreement. Exceptions:

        18. Property Survey: Broker advises that Buyer should have a survey performed to satisfy Buyer as to the boundaries of the Property
            and the location of improvements thereon.
                 Buyer or      Seller (check one) shall within ten (10) days of the Effective Date, order, at their expense, a boundary survey certified
              to Buyer with iron corner stakes showing the location of the boundaries, improvements and easements in connection with the Property.
              Upon receipt of the survey, Buyer will have three (3) days to review the survey. If the survey shows any condition, in Buyer’s sole
              discretion, which would interfere with Buyer’s intended use of the Property, the marketability of the title, or zoning non-compliance, then
              Buyer may, within said three (3) day period, terminate this Agreement, in writing, and Buyer will receive a full refund of Buyer’s Earnest
              Money Deposit.
                No survey. Buyer has waived all rights under this paragraph.
             When closing occurs, Buyer shall be deemed to have accepted the boundaries of the Property and the location of such improvements
             thereon. Exceptions:

        19. Home Protection Plan: Buyer and Seller have been informed that home protection plans may be available. Such plans may provide
            additional protection and benefit to the parties. Exceptions:

        20. Prorations: Rent; association dues/fees, if any; insurance, if assigned; interest on any existing land contract, mortgage or lien
            assumed by Buyer; will all be adjusted to the date of closing.
        21. Closing: If agreeable to Buyer and Seller, the sale will be closed as soon as closing documents are ready, but not later than
                       01/19/2021           . An additional period of fifteen (15) days will be allowed for closing to accommodate the
            correction of title defects or survey problems which can be readily corrected, or for delays in obtaining any lender required
            inspections/repairs. During this additional period, the closing will be held within 5 days after all parties have been notified that all
            necessary documents have been prepared. Buyer and Seller will each pay their title company closing fee, if applicable, except in the
            case of VA financing where Seller will pay the entire closing fee. Exceptions:

        22. Possession: Seller will maintain the Property in its present condition until the completion of the closing of the sale. Possession to be
            delivered to Buyer, subject to rights of present tenants, if any.
                 At the completion of the closing of the sale.
                 At                   a.m.   p.m. on the                    day after completion of the closing of the sale, during which time Seller
            will have the privilege to occupy the Property and hereby agrees to pay Buyer $                                          as an occupancy
            fee for this period payable at closing, WITHOUT PRORATION. Payment shall be made in the form of cash or certified funds.
            If Seller fails to deliver possession to Buyer on the agreed date, Seller shall become a tenant at sufferance and shall pay to Buyer as
            liquidated damages $           250       per day plus all of the Buyer’s actual reasonable attorney's fees incurred in removing the Seller
            from the Property.



                                                         346 Mason ave, Muskegon, MI 49441                                                 01/04/2021            7:00PM
                                                 Subject Property Address/Description                                                         Date                 Time
         ©Copyright, West Michigan REALTOR® Associations                                          CL            ML      Buyer’s Initials
                                                                                                                                                 FP
                                                                                                                                                                Seller’s Initials
         Revision Date 2/2020                                                                   01/05/21      01/05/21
                                                                                                                                                01/05/21
                                                                                                                                              8:07 AM EST
                                                                                              10:31 AM EST10:30 AM EST                       dotloop verified
                                                                                             dotloop verified
                                                                                                           dotloop verified
dotloop signature verification: dtlp.us/cobY-fzL1-EpLH
                                dtlp.us/bZ6Q-HEe8-DRhe



                                                                                                           West Michigan Regional Purchase Agreement               Page 5 of 6
             If Seller occupies the Property after closing, Seller will pay all utilities during such occupancy. Buyer will maintain the structure and
             mechanical systems at the Property. However, any repairs or replacements necessitated by Seller’s misuse, abuse, or neglect of any
             portion of the Property will be Seller’s responsibility and expense.
             On the agreed delivery date, Seller shall deliver the Property free of trash and debris and in broom-clean condition, shall remove all
             personal property (unless otherwise stated in this or an additional written agreement), shall make arrangements for final payment on
             all utilities, and shall deliver all keys to Buyer. Exceptions:

        23. Earnest Money Deposit: For valuable consideration, Buyer gives Seller until                             5:00PM                       (time) on
                          1/05/2021             (date), to deliver the written acceptance of this offer and agrees that this offer, when accepted by
            Seller, will constitute a binding Agreement between Buyer and Seller. An Earnest Money Deposit in the amount of $                   1,000
            shall be submitted to                                      CHICAGO TITLE                                       (insert name of broker, title
            company, other) within 72 hours of the Effective Date of this Agreement, and shall be applied against the Purchase Price. If the Earnest
            Money Deposit is not received within 72 hours of the Effective Date or is returned for insufficient funds, Seller may terminate this
            Agreement until such time as the Earnest Money Deposit is received. If Seller terminates this Agreement under this provision, Seller
            waives any claim to the Earnest Money Deposit. If the sale is not closed due to a failure to satisfy a contingency for a reason other
            than the fault of Buyer, the Earnest Money Deposit shall be refunded to Buyer. If the sale is not closed as provided in this Agreement
            and Buyer and Seller do not agree to the disposition of the Earnest Money Deposit, then Buyer and Seller agree that the Broker holding
            the Earnest Money Deposit may notify Buyer and Seller, in writing, of Broker’s intended disposition of the Earnest Money Deposit. If
            Buyer and Seller do not object to such disposition in writing within fifteen (15) days after the date of Broker’s notice, they will be deemed
            to have agreed to Broker’s proposed disposition; if either Buyer or Seller object and no mutually agreeable disposition can be
            negotiated, Broker may deposit the funds by interpleader with a court of proper jurisdiction or await further actions by Buyer and Seller.
            In the event of litigation involving the deposit, in whole or in part, either the Seller or the Buyer that is not the prevailing party, as
            determined by the court, will reimburse the other for reasonable attorneys’ fees and expenses incurred in connection with the litigation,
            and will reimburse the Broker for any reasonable attorneys’ fees and expenses incurred in connection with any interpleader action
            instituted. If the entity holding the Earnest Money Deposit is not the Broker, then to the extent that the terms of any escrow agreement
            conflict with this paragraph, then the terms and conditions of the escrow agreement shall control.
        24. Professional Advice: Broker hereby advises Buyer and Seller to seek legal, tax, environmental and other appropriate professional
            advice relating to this transaction. Broker does not make any representations or warranties with respect to the advisability of, or the
            legal effect of this transaction. Buyer further acknowledges that REALTOR® above named in the Agreement hereby recommends to
            Buyer that an attorney be retained by Buyer to pass upon the marketability of the title and to ascertain that the required details of the
            sale are adhered to before the transaction is consummated. Buyer agrees that Buyer is not relying on any representation or statement
            made by Seller or any real estate salesperson (whether intentionally or negligently) regarding any aspect of the Property or this sale
            transaction, except as may be expressly set forth in this Agreement, a written amendment to this Agreement, or a disclosure statement
            separately signed by Seller.
        25. Disclosure of Information: Buyer and Seller acknowledge and agree that the Purchase Price, terms, and other details with respect
            to this transaction (when closed) are not confidential, will be disclosed to REALTORS® who participate in the applicable Multiple Listing
            Service, and may otherwise be used and/or published by that Multiple Listing Service in the ordinary course of its business.
        26. Other Provisions:
                                                                    builder to provide one year home warranty




        27. Mergers and Integrations: This Agreement is the final expression of the complete agreement of Buyer and Seller, and there are no
            oral agreements existing between Buyer and Seller relating to this transaction. This Agreement may be amended only in writing signed
            by Buyer and Seller and attached to this Agreement.
        28. Fax/Electronic Distribution and Electronic Signatures: Buyer and Seller agree that any signed copy of this Agreement, and any
            amendments or addendums related to this transaction, transmitted by facsimile or other electronic means shall be competent evidence
            of its contents to the same effect as an original signed copy. Buyer and Seller further agree that an electronic signature is the legal
            equivalent of a manual or handwritten signature, and consent to use of electronic signatures. Buyer and Seller agree that any notice(s)
            required or permitted under this Agreement may also be transmitted by facsimile or other electronic means.
        29. Wire Fraud: Seller and Buyer are advised that wire fraud is an increasingly common problem. If you receive any electronic
            communication directing you to transfer funds or provide nonpublic personal information (such as social security numbers, drivers’
            license numbers, wire instructions, bank account numbers, etc.), even if that electronic communication appears to be from the
            Broker, Title Company, or Lender, DO NOT reply until you have verified the authenticity of the email by direct communication with
            Broker, Title Company, or Lender. DO NOT use telephone numbers provided in the email. Such requests may be part of a scheme
            to steal funds or use your identity.


                                                         346 Mason ave, Muskegon, MI 49441                                                 01/04/2021            7:00PM
                                                 Subject Property Address/Description                                                         Date                 Time
                                                                                                                                                 FP
         ©Copyright, West Michigan REALTOR® Associations                                          CL            ML
                                                                                                                        Buyer’s Initials                        Seller’s Initials
         Revision Date 2/2020                                                                   01/05/21      01/05/21                          01/05/21
                                                                                                                                              8:07 AM EST
                                                                                              10:31 AM EST10:30 AM EST                       dotloop verified
                                                                                                          dotloop verified
                                                                                             dotloop verified
dotloop signature verification: dtlp.us/cobY-fzL1-EpLH
                                dtlp.us/bZ6Q-HEe8-DRhe



                                                                                                                       West Michigan Regional Purchase Agreement                      Page 6 of 6

        30. Buyer’s Approval and Acknowledgment: Buyer approves the terms of this offer and acknowledges receipt of a copy of this offer.

                                                                                                             Christopher Lawson
                                                                                                                                                                    dotloop verified
                                                                                                                                                                    01/05/21 10:31 AM EST
             Buyer 1 Address                                                                                  X                                                     FFVQ-9ZT2-VVYE-WFBD     Buyer
             Buyer 1 Phone: (Res.)                                    (Bus.)                                                                  Morgan Lawson
                                                                                                                             Print name as you want it to appear on documents.

                                                                                                           Morgan Lawson
                                                                                                                                                                dotloop verified
             Buyer 2 Address                                                                                X                                                   01/05/21 10:30 AM EST
                                                                                                                                                                JOEZ-PUKW-WZY6-VZM3
                                                                                                                                                                                            Buyer
             Buyer 2 Phone: (Res.)                                    (Bus.)                                                                Christopher Lawson
                                                                                                                             Print name as you want it to appear on documents.


        31. Seller’s Response: The above offer is approved:                            As written.    As written except:
                                                                                    Sales Price to be 179,900.




            Counteroffer, if any, expires              01/05/2021                , at        8pm         (time). Seller has the right to withdraw this
            counter offer and to accept other offers until Seller or Seller’s Agent has received notice of Buyer’s acceptance.
        32. Certification of Previous Disclosure Statement: Seller certifies to Buyer that the Property is currently in the same condition as
            disclosed in the Seller’s Disclosure Statement dated                            (check one): Yes No. Seller agrees to inform Buyer
            in writing of any changes in the content of the disclosure statement prior to closing.
        33. Notice to Seller: Seller understands that consummation of the sale or transfer of the Property described in this Agreement will not
            relieve Seller of any liability that Seller may have under the mortgages to which the Property is subject, unless otherwise agreed to by
            the lender or required by law or regulation. Buyer and Seller are advised that a Notice to Seller & Buyer of Underlying Mortgage form
            is available from the respective agents via the West Michigan REALTOR® Boards.
       34. Listing Office Address:                                                                                         Listing Broker License #
            Listing Agent Name:                            Mariana Murillo VanDam/Brent Cox                                Listing Agent License #

        35. Seller’s Approval and Acknowledgment: Seller approves the terms of this Agreement and acknowledges receipt of a copy. If Seller’s
            response occurs after Buyer’s offer expires, then Seller’s response is considered a counteroffer and Buyer’s acceptance is required
            below.                                                                                                             dotloop verified
            X (Seller’s Signature, Date, Time): Frank Peterson                                                                 01/05/21 8:07 AM EST
                                                                                                                               74VE-BANJ-0AX8-FRM2

                                               Frank Peterson                                                           Is Seller a U.S. Citizen?        Yes        No*
                               Print name as you want it to appear on documents.

            X (Seller’s Signature, Date, Time):
                                                                                                                        Is Seller a U.S. Citizen?        Yes        No*
                                Print name as you want it to appear on documents.
            Seller’s Address:                346 Mason ave, Muskegon, MI 49441                 Seller’s Phone (Res.)                                      (Bus)
                            * If Seller(s) is not a U.S. Citizen, there may be tax implications and Buyer and Seller are advised to seek professional advice.

        36. Buyer’s Receipt/Acceptance: Buyer acknowledges receipt of Seller’s response to Buyer’s offer. In the event Seller’s response
            constitutes a counteroffer, Buyer accepts said counteroffer. All other terms and conditions in the offer remain unchanged.
                                                                                                          dotloop verified
            X (Buyer’s Signature, Date, Time):                 Christopher Lawson                         01/05/21 10:31 AM EST
                                                                                                          DEUB-U5I7-KTPW-EUZW



                                                              Morgan Lawson
                                                                                                             dotloop verified
            X (Buyer’s Signature, Date, Time):                                                               01/05/21 10:30 AM EST
                                                                                                             T4KF-LEQ7-1SEN-ZKVY


        37. Seller’s Receipt: Seller acknowledges receipt of Buyer’s acceptance of counter offer.
                                                             Frank Peterson
                                                                                                         dotloop verified
            X (Seller’s Signature, Date, Time):                                                          01/05/21 5:16 PM EST
                                                                                                         0MGH-DWH8-ELLV-TCYT

            X (Seller’s Signature, Date, Time):


                                                         346 Mason ave, Muskegon, MI 49441                                                             01/04/2021
                                                 Subject Property Address/Description                                                                     Date                          Time
                                                                                                                                                             FP
                                                                                                         CL             ML
         ©Copyright, West Michigan REALTOR® Associations
         Revision Date 2/2020                                                                                                       Buyer’s Initials        01/05/21               Seller’s Initials
                                                                                                                                                          8:07 AM EST
                                                                                                        01/05/21        01/05/21                         dotloop verified
                                                                                                      10:31 AM EST 10:30 AM EST
                                                                                                     dotloop verifieddotloop verified
                      Agenda Item Review Form
                       Muskegon City Commission

Commission Meeting Date: January 12, 2020              Title: Convention Center Agreements

Submitted By: Frank Peterson                           Department: City Manager

Brief Summary: Staff is seeking approval of an updated Convention Center Naming Rights and
Sponsorship Agreement with VanDyk Mortgage Corporation.

Detailed Summary: In December, the City Commission approved a naming rights agreement with
VanDyk Mortgage. As we worked toward formal implementation, a number of issues came to our
attention. The items were easy to correct, but both sides felt the cleanest way to correct the
agreement was to resubmit it in its entirety for commission approval. Changes of note are as follows:


   1. The costs for VanDyk remain unchanged, with the exception of the rent payment for the
      month of January 2021. Because signage installation is not predicted to take longer than
      expected, we mutually agreed that their monthly payments should begin January 1. Rent
      payments will begin once all exterior signage is installed.
   2. Mortgage-related advertising and marketing is heavily regulated to ensure fair and non-
      discriminatory lending practices. Accordingly, we needed to make significant changes to
      industry exclusivity language, marketing language, trademark usage language, and other
      language that gave the city permission to use the VanDyk Mortgage name on promotional
      materials. The changes provide more input from VanDyk’s legal team throughout the
      process to insure compliance.
   3. We recharacterized the future partnership with VanDyk because they cannot be our preferred
      vendor for the same reasons listed in #2, but instead, they should be listed as a strategic
      partner. All marketing needs to be clear that buyers may use their lender of choice.
   4. We cleaned up the liability language specific to liability claims. Parkland, as the operator,
      will need to hold VanDyk harmless. The City will agree to work to have VanDyk released
      from those types of suits in the event they happen, with the understanding that the City cannot
      legally indemnify VanDyk or any other entity. We also increased Parkland’s insurance
      requirements to account for this.

Amount Requested: $0                                 Amount Budgeted: $0

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

Recommended Motion: Approve the Naming Rights and Sponsorship Agreement with VanDyk
Mortgage and authorize the City Manager to sign the agreements.
                 NAMING RIGHTS AND SPONSORSHIP AGREEMENT

        THIS NAMING RIGHTS AND SPONSORSHIP AGREEMENT (the “Agreement”) is
made and entered into this 8th day of December, 2020 (the “Effective Date”), by and between
VanDyk Mortgage Corporation (“VanDyk”), the City of Muskegon (“City”), and Parkland
Acquisition Two, LLC (“Parkland”) (VanDyk, City and Parkland are sometimes referred to
collectively as the “Parties”).

                                             Recitals

      A.      City is the owner of the Muskegon Lakeshore Convention Center, a multi-use
convention center located in Muskegon, Michigan ("Convention Center").

        B.     Parkland is the operator and manager of the Convention Center, and the owner of
the attached Delta Hotels by Marriott Muskegon Lakeshore Convention Center (“Hotel”).

        C.     The Convention Center is currently under construction, with a projected completion
date of March 1, 2021 and, when open, it will be used for private events, conventions, conferences,
concerts, and other public events.

        D.      The City and Parkland have the right to name the Convention Center and VanDyk
desires to acquire certain naming rights associated with the Convention Center, in accordance with
the terms of this Agreement.

       E.    Contemporaneously with this Agreement, Parkland and VanDyk entered into a
License Agreement (“License Agreement, which outlined other obligations with regard to the
Convention Center.

      NOW THEREFORE, for mutual consideration, the sufficiency of which is hereby
acknowledged, the Parties mutually agree as follows:

        1.     Term. The term of this Agreement (the “Term”), shall be effective as of the
Effective Date and continue for a period of approximately ten (10) years, terminating on the 31st
day of December 2031 (the “Termination Date”), unless terminated earlier in accordance with the
terms of this Agreement.

       2.      Convention Center Naming and Signage Rights.

                A.     Exclusivity. The City and Parkland hereby covenant and agree that the
Convention Center shall be exclusively named the “VanDyk Mortgage Convention Center” (the
“Approved Name”) for the Term, in accordance with the terms of this Agreement. The
Convention Center shall be referred to exclusively by its Approved Name, including, without
limitation, all physical, electronic, and other references to the Convention Center by City,
Parkland, and their affiliates. Additionally, the City and Parkland shall include clauses in all
contracts with organizations hiring any part of the Convention Center and advertising or other

                                                                                      Page 1 of 17
media contractors providing goods or services relating to the Convention Center or activities in
on or around the Convention Center requiring all references to the Convention Center to use the
Approved Name. The Approved Name may only be modified as provided herein or otherwise
by mutual agreement of the Parties. Neither City, nor Parkland, nor any of their affiliates shall
permit any permanent signage, advertising, or other promotion of any of VanDyk’s competitors
(regardless whether or not incorporating such competitors’ names or logos) in, on, around, or in
reference or relation to the promotion of the Convention Center or Hotel (this may be referred
to as the VanDyk’s right of “Industry Exclusivity”).

                B.   Industry Exclusivity. VanDyk’s “competitors” shall be defined as
follows: Any business where providing mortgage lending or brokerage services comprises the
majority of the business activity or income. Depository banking institutions would not be
considered competitors, so long as mortgage services do not comprise a majority of their
business activities.

                C.     Logos. Within twenty (20) days from execution of this Agreement,
VanDyk will furnish the City and Parkland with one or more corporate logos that shall be used
at VanDyk’s reasonable request and may otherwise be used by City, Parkland, or their affiliates
with VanDyk’s consent as part of physical, electronic, and other references to the Convention
Center. The Parties may also create an alternative logo to promote the Convention Center
provided the final logo is mutually agreed by the Parties prior to being used in any physical,
electronic, or other Convention Center promotion.

                D.      Exterior Signage Rights. Subject to local zoning requirements, the City
and Parkland shall install not later than April 30, 2021 (the “Signage Deadline”), and thereafter
shall maintain, repair and replace exterior signage as outlined in Exhibit A and described below:

                      i.   a large backlit sign on the Western Avenue side of Convention Center,
                           to be installed at the expense of City. The size, design, and location
                           of sign will be mutually agreed upon in advance by the Parties.

                    ii.    a backlit sign on the Shoreline Drive side of Convention Center,
                           incorporated into the existing shared marquee sign between Mercy
                           Health Arena and the Convention Center, to be installed at the
                           expense of City. The design of sign will be mutually agreed upon in
                           advance by the Parties.

                    iii.   a large backlit sign on the Shoreline Drive side of Convention Center,
                           to be installed at the expense of City. The size, design, and location
                           of sign will be mutually agreed upon in advance by the Parties.

                    iv.    additional exterior Convention Center signage requested by VanDyk
                           and consented to in writing by the City and Parkland, which consent
                           shall not be unreasonably withheld.


                                                                                      Page 2 of 17
                     v.     The City and Parkland acknowledge the rights granted herein with
                            respect to exterior signage are exclusive and City and Parkland shall
                            grant no new exterior signage rights to any other third parties without
                            advance written consent from VanDyk, which consent shall not be
                            withheld if (a) it remains clear to the general public that the
                            Convention Center is named the Approved Name and (b) the signage
                            does not violate VanDyk’s right to Industry Exclusivity required by
                            Section 2.A.

                E.      Interior Signage. VanDyk acknowledges the rights granted under this
Agreement are not exclusive with respect to interior signage in the Convention Center, other than
VanDyk’s right to Industry Exclusivity and as otherwise provided herein. Except as provided in
this paragraph, the City and Parkland have complete discretion to rent or lease interior signage to
third parties and to retain all revenue associated with such rent or lease. This includes, but is not
limited to, doorway, room and hallway signage. City, Parkland, and their Affiliates shall not permit
any interior signage: (a) that displays the name or logo of any person or business other than
VanDyk more prominently than the most prominent interior signage display of the Approved
Name, VanDyk’s name, or VanDyk’s logo; or (b) that displays another name or logo of any other
person or business more prominently than the most prominent display of the Approved Name,
VanDyk’s name, or VanDyk’s logo within 6 feet of such display. Without limitation, on or before
the Signage Deadline, the City and Parkland shall install and thereafter shall maintain, repair and
replace the following interior signage for the benefit of VanDyk:

                     i.     In the event interior wayfinding signage is installed in the Convention
                            Center, VanDyk’s logo shall be displayed on each wayfinding sign. The
                            size, design, and location of the logo will be mutually agreed upon in
                            advance by the Parties.

                      ii.   a logo at the lower entry glass doors facing Shoreline Drive near the
                            new VanDyk office. The size, design, and location of logo will be
                            mutually agreed upon in advance by the Parties.

               F.      Cost of Signage. The City shall be responsible, at its expense, for the cost
of the signage and any necessary maintenance, repair, and replacement of such signage, except to
the extent any necessary repair or replacement is caused by damage to property arising out of
negligent activities VanDyk or any VanDyk agents and representatives, in which event VanDyk
shall be responsible at its expense for any necessary repair or replacement. In addition, the City
shall be responsible, at its expense, for the cost of mounting all signage in and to the Convention
Center, as well as the cost of providing reasonably suitable lighting for the exterior signage,
including, but not limited to the cost of providing power for said lighting.

                 G.      Sign Removal and Substitute Exposure. The City and Parkland reserve
the right (subject to the prior approval of VanDyk, not to be unreasonably withheld), to change the
nature and location of the signage, at City’s own expense, in connection with any renovation,
alteration, or repairs of the Convention Center, so long as VanDyk receives equivalent exposure
                                                                                        Page 3 of 17
both before and after any such renovation, alteration, or repairs; and the City of Parkland provides
at least thirty (30) days’ prior notice of such change to VanDyk. Except as otherwise expressly
provided in this Agreement, the City and Parkland shall be solely responsible for the costs of
removing any signage and changing other references incorporating VanDyk’s name or Marks after
termination of this Agreement.

                H.     Change of VanDyk Name. In the event that VanDyk changes its name or
logo, City and Parkland shall, as soon as practical, make the corresponding change to the name or
logo of the Convention Center, which change shall be deemed to be an approved change to the
Approved Name and all references herein to the Approved Name shall, thereafter, be deemed to
refer to such changed name. In the event that the name or logo of the Convention Center is changed
under this provision, all costs of effectuating the name change shall be borne solely and entirely
by VanDyk, and any and all costs and expenses incurred by the City in connection with
effectuating such change of the name or logo shall be paid by VanDyk promptly upon request by
the City; except that, if such name or logo change is to occur between January 1 2030 and
December 31, 2031, the costs and expenses of effectuating the name change shall be shared equally
by VanDyk and the City. Upon any name or logo change, City and Parkland shall initiate a
reasonable promotional campaign to promote the change to the public.

         3.    Naming Ceremonies. The Parties will agree in advance on any press
announcements regarding the naming of the Convention Center, and the timing of the release of
any such announcements. VanDyk shall have the right to have representatives contribute to the
official naming ceremonies for the Convention Center. VanDyk will also have the right to approve
in advance (such approval not to be unreasonably withheld) any press announcements, press
releases or other materials to be distributed to the general public by or on behalf of the City or
Parkland relating to the initial naming of the Convention Center under this Agreement.

       4.      Payments and Fees for Naming, Signage and Sponsorship.

                 A.    Fee Schedule. In consideration of the naming, signage and sponsorship
rights granted to VanDyk under this Agreement, VanDyk shall pay to the City a naming rights and
sponsorship fee as provided below ("Naming Rights Fee"). The Naming Rights Fee will be paid
as follows: (i) One Hundred Fifty Thousand ($150,000) will be paid upon signing of the agreement;
and (ii) $12,500 will be paid on the first day of every month beginning on the first date of the next
month following the Commencement Date and on the first day of each month thereafter until the
final payment on December 1, 2029, or until terminated in accordance with the terms of this
Agreement; provided that no monthly payment contemplated by section 4.A.(ii) will be due and
owing for any month in which the Convention Center is considered “closed” as defined in this
agreement. Any monthly payment that was paid at the beginning of a month that meets the
definition of a Closed month will be deemed a credit for the next succeeding month. For purposes
of this Agreement, "Commencement Date" means the date that all of the following are
substantially complete: (a) installation of all exterior signage required by this Agreement; (b)
branding of all online and social media references relating to the Convention Center, as
contemplated by Section 6.


                                                                                       Page 4 of 17
               B.         Late Fees and Interest.

                     i.      Any amounts due from VanDyk under this Agreement which are not
                             received by the City within fifteen (15) days of when due shall accrue
                             interest on the amount due and owing at the rate of twelve percent (12%)
                             per annum from the date such amount first became due until paid.

                    ii.      Whenever any payment to be made under this Agreement shall fall on a
                             day which is not a Business Day, the payment shall be made on the next
                             succeeding Business Day. The Term “Business Day,” as used in this
                             Agreement shall mean any day that banks are open for business in the
                             State of Michigan (excluding Saturdays and Sundays).

                 C.      Renewal. VanDyk shall have the first right to renew the Term of this
Agreement for successive ten (10) year periods at a mutually agreeable rate, but not less than the
rates provided herein for the initial Term. The City and Parkland will not negotiate with anyone
other than VanDyk for the naming rights equivalent to those provided in this Agreement prior to
the earlier to occur of (i) January 1, 2030, or (ii) the date of a VanDyk Notice of Non-Renewal, or
(iii) termination of this Agreement. Without limiting any of the foregoing, if the City or Parkland
has negotiated terms for naming rights related to the Convention Center with anyone other than
VanDyk or otherwise receives a bona fide offer in relation to such rights, City and Parkland shall
give written notice of the same (a “Notice of Offer”) to VanDyk including a reasonably detailed
explanation of the terms of such offer and VanDyk may (but is not obligated to) provide written
notice to the City and Parkland (an “Exercise of Right of First Refusal”), within 60 days after
receiving such Notice of Offer, of VanDyk’s acceptance of such terms for the extension of
VanDyk’s rights under this Agreement, which shall be effective to bind VanDyk, the City and
Parkland to such terms and the parties shall reasonably promptly thereafter amend this Agreement
consistent with such terms to implement that agreement. If VanDyk does not timely provide an
Exercise of Right of First Refusal to Parkland and the City, Parkland and the City may proceed to
accept the terms with the party identified in the Notice of Offer; provided that, if those terms are
not ultimately consummated, any subsequent bona fide offer in relation to naming rights for the
Convention Center shall continue to be bound by these terms requiring a Notice of Offer and
permitting an Exercise of Right of First Refusal.

               D.     Non-Renewal. Beginning January 1, 2022, VanDyk shall have the option
to terminate this Agreement with twelve (12) months’ advance written notice to the City and
Parkland (a “Notice of Non-Renewal”). No monthly payment of Naming Rights Fee will be due
and owing from VanDyk from and after the date of the Notice of Non-Renewal.

                                 5.     Intellectual Property.

               A.      Names, Trademarks and Service Marks.

                     i.      VanDyk acknowledges that the City is the exclusive owner and
                             Parkland is the exclusive manager of the Convention Center, and City

                                                                                        Page 5 of 17
       and Parkland have the right to license the Convention Center’s name.

ii.    The City and Parkland acknowledge that, at all times, VanDyk is the
       owner of (and City and Parkland make no claim to) the name, trademark
       or service mark of the names or phrases " VanDyk Mortgage," “VanDyk
       Mortgage Muskegon,” and “VanDyk Mortgage West Michigan," as
       well as any logos associated therewith or containing such phrases
       (collectively, the “VanDyk Intellectual Property”). VanDyk retains the
       sole and exclusive ownership of the VanDyk Intellectual Property and all
       goodwill and rights related thereto. City and Parkland agree that nothing in this
       Agreement shall be interpreted as conferring any proprietary rights upon City
       and Parkland with respect to the VanDyk Intellectual Property other than the
       limited license expressly granted in this Agreement. City and Parkland
       acknowledge that the Approved Name and any other marks used in close
       proximity with one or more of the VanDyk Intellectual Property in relation to
       the Convention Center, shall create new combination VanDyk Intellectual
       Property that belong to VanDyk, and all goodwill associated therewith shall
       inure to the benefit of VanDyk, whether or not such VanDyk Intellectual
       Property originated with City and Parkland. As a result of VanDyk's ownership
       of the VanDyk Intellectual Property, use of the VanDyk Intellectual Property,
       and status as licensor under this Agreement, all goodwill associated with the
       VanDyk Intellectual Property by reason of City and Parkland's use thereof, as
       part of the Approved Name or otherwise, shall inure to the benefit of VanDyk.

iii.   Subject to the terms of this Agreement, VanDyk grants to the City and
       Parkland a non-exclusive, royalty-free license during the Term to use
       and to grant others the right to use the name “Vandyk Mortgage” and its
       related logos, including, without limitation, any copyrights, trademarks,
       service marks, and other intellectual property relating to the same, and
       any derivatives, modifications or alterations thereof (collectively
       “Marks”), for the limited use in connection with the promotion,
       marketing and operations of the Convention Center and events held at
       the Convention Center and signage to the Convention Center; provided,
       however, that any such rights granted by the City and Parkland to third
       parties to use the VanDyk Marks shall expire within ninety (90) days of
       conclusion of this Agreement. The City and Parkland shall, subject to
       the prior approval of VanDyk, grant (and require the use of) non-
       exclusive rights to providers of goods and services and advertisers to
       use the VanDyk Marks for purposes of referring to and otherwise
       promoting the Convention Center; provided, that such uses are
       consented to by VanDyk (which consent will not be unreasonably
       withheld if such uses are consistent with the terms and conditions of this
       Agreement). The grant by VanDyk herein of a license to the City and
       Parkland shall not convey any right, title or interest in the VanDyk
       Marks for any use or purpose other than expressly provided herein, or
       to modify any such Marks or logos except as approved by VanDyk, and
       VanDyk specifically reserves all such rights for itself. In addition,
                                                                    Page 6 of 17
                          VanDyk reserves the right to inspect the City and Parkland’s (or any
                          sublicensee’s) use of the VanDyk Marks at any time during the Term.

                    iv.   Subject to the terms of this Agreement, the City and Parkland grant to
                          VanDyk a non-exclusive, royalty-free license during the Term (and for
                          ninety (90) days thereafter) to use and to grant others the right to use the
                          name “Lakeshore Convention Center” and the related logos, including,
                          without limitation, any copyrights, trademarks, service marks, and other
                          intellectual property relating to the same, and any derivatives,
                          modifications or alterations thereof (collectively “Convention Center
                          Marks”), in connection with the promotion, marketing and operations
                          of the Convention Center and events held at the Convention Center;
                          provided, however, that any such rights granted by VanDyk to third
                          parties to use the Convention Center Marks shall expire
                          contemporaneously with this Agreement. VanDyk may, subject to the
                          prior approval of the City and Parkland, grant non-exclusive rights to
                          providers of goods and services and advertisers to use the Convention
                          Center Marks for purposes of promoting itself and the Convention
                          Center; provided, that such uses are consistent with the terms and
                          conditions of this Agreement. The grant by the City and Parkland herein
                          of a license to VanDyk shall not convey any right, title or interest in the
                          Convention Center Marks for any use or purpose other than expressly
                          provided herein, or to modify any such Marks or logos except as
                          approved by the City and Parkland, and the City and Parkland
                          specifically reserves all such rights for themselves. In addition, the City
                          and Parkland reserves the right to inspect VanDyk’s use of the
                          Convention Center Marks at any time during the Term.

                 B.     Marks. Except as provided above, neither party shall use any names,
trademarks, service marks, copyrights, trade names or photographs of the facilities or products of
the other party for any purpose, except as provided for in this Agreement, without the prior written
consent of the other parties, such consent to be required for each proposed use and each use to be
accompanied by the appropriate trademark, service mark, copyright, or other designation required
by the owner of such property. Notwithstanding the above, the Parties acknowledge and agree that
each party shall have the unlimited right to photograph (including, but not limited to motion
picture, still, or video device photography) the Convention Center building and to exhibit and
exploit such photography in any medium presently existing or hereafter developed; provided, the
Parties do not photograph Parkland’s patrons, events, conferences and meetings in the Convention
Center without the explicit prior consent of Parkland.

        6.     Online and Social Media. By January 30, 2021, the City and Parkland shall update
and promote all references to the Convention Center to incorporate the Approved Name. This
obligation includes, but is not limited to, exclusive use of the Approved Name to reference the
Convention Center on the Convention Center website, advertising and identification of the
Convention Center in mapping applications and search engines, references to the Convention

                                                                                        Page 7 of 17
Center in third-party event planner websites, and in all online social media platforms controlled or
used to promote the Convention Center or related events, together with all other platforms now
used or later used to promote or reference the Convention Center. From time to time as requested
by VanDyk, Parkland and City will reasonably accommodate requests by VanDyk to (or to not)
“tag” or otherwise associate VanDyk media accounts with accounts or postings related to the
Convention Center. Annually, VanDyk, Parkland, and the City will meet to development a
mutually-agreeable marketing plan. The City and Parkland will engage in promotional
activities and operate the Convention Center consistent with the marketing plan.

        7.     Annual Conference. VanDyk may choose to hold its annual conference at the
convention center. VanDyk will negotiate directly with Convention Center management to
identify mutually-agreeable dates and associated costs.

       8.       Branding. All properties built or renovated for sale as part of the City’s in-fill
housing program shall be co-branded with VanDyk Mortgage. VanDyk agree to provide
competitive pricing, including closing costs, fees, and interest rates, to purchasers of said
properties that elect to utilize the services of VanDyk Mortgage

       9.     Representations and Warranties of City and Parkland. The City as to the City
and Parkland as to Parkland represent and warrant to VanDyk as follow:

               A. Due Organization and Good Standing. The City and Parkland are duly
                  organized, validly existing and in good standing under the laws of the state of
                  Michigan; and have all the requisite power and authority to execute, deliver and
                  perform their obligations under this Agreement, and no consent of a third party
                  is necessary to execute, deliver and perform its obligations under this
                  Agreement.

               B. Binding Effect. The information contained in the recitals above, including,
                  without limitation, the City’s and Parkland’s respective ownership of the
                  Convention Center and Hotel, are true and accurate and VanDyk is entitled to
                  rely upon them in entering into this Agreement. The City and Parkland have the
                  right to grant to VanDyk all the rights that are the subject of this Agreement.
                  This Agreement has been duly authorized, executed and delivered by the City
                  and Parkland and constitutes the legal, valid and binding obligation of it,
                  enforceable against it, in accordance with the term hereof.

               C. Litigation. There are no actions, suits, claims, investigations, or legal,
                  administrative, or arbitration proceedings pending or, to the best of City’s and
                  Parkland’s knowledge, threatened or likely to be asserted by or against City or
                  Parkland or relating to the Convention Center or Hotel, this Agreement, or the
                  transactions contemplated hereby, before any court, governmental agency, or
                  other body, including any quasi-judicial or administrative forum, and no
                  judgment, order, writ, injunction, decree, or other similar command of any
                  court, governmental agency, or body has been entered against or served upon

                                                                                       Page 8 of 17
                City or Parkland.

             D. Compliance with Law. At all times the Convention Center and Hotel will be
                operated and maintained in compliance with all laws having a material effect
                on the operation and reputation of the Convention Center or Hotel.

             E. No Conflict. The execution, delivery and performance of this Agreement by
                the City and Parkland does not conflict with, nor will it result in, a breach or
                violation of (i) the City’s or Parkland’s organizational documents, or (ii) any
                material agreement to which they are a party.

             F. Condition and Operation of Convention Center and Hotel. At all times City
                and Parkland will maintain, repair, replace, and operate all elements of the
                Convention Center and Hotel in a reasonable condition consistent with the
                condition of the connected Hotel, as required by Marriot corporate standards
                to maintain the “Delta” hotel brand.

        10.    Representations and Warranties of VanDyk. VanDyk represents and warrants
to the City and Parkland that:

             A. Due Organization and Good Standing. VanDyk is duly organized, validly
                existing and in good standing under the laws of the jurisdiction in which it is
                incorporated; and has all the requisite power and authority to execute, deliver
                and perform its obligations under this Agreement, and no consent of a third
                party is necessary to execute, deliver and perform its obligations under this
                Agreement.

             B. Binding Effect. This Agreement has been duly authorized, executed and
                delivered by VanDyk and constitutes the legal, valid and binding obligation of
                it, enforceable against it, in accordance with the term hereof.

             C. No Conflict. The execution, delivery and performance of this Agreement by
                VanDyk does not conflict with, nor will it result in, a breach or violation of (i)
                the VanDyk’s organizational documents, or (ii) any material agreement to
                which it is a party.

                             11.    Termination of Agreement.

               A.    VanDyk Default. The occurrence of any one or more of the following
constitutes a “VanDyk Default” under this Agreement:

                   i.   VanDyk’s failure to pay the Naming Rights Fee within fifteen business
                        (15) days of when due and owing hereunder, subject to cure provisions
                        contained in paragraph 10(A)(iii) below;


                                                                                     Page 9 of 17
ii.    If at any time during the Term, VanDyk shall file or have filed against
       it, in any court pursuant to any statute either of the United States or of
       any state, a petition in bankruptcy, for reorganization, for the
       appointment of a receiver, or for an arrangement under the Bankruptcy
       Act or Code or similar type of proceeding, and such petition is not
       dismissed within sixty (60) days of such initial filing; or

iii.   VanDyk’s (and/or its affiliates’) breach of any of the material
       covenants, agreements, representations or warranties contained in this
       Agreement, if such breach (i) has not been waived in writing; and (ii) is
       not cured or remedied by VanDyk within thirty (30) days after delivery
       of written notice specifying the nature of the breach, or (iii) if such
       breach is capable of being cured but not within such thirty (30) day
       period and VanDyk is using diligent efforts to cause such breach to be
       cured, then the cure period set forth herein shall be extended to ninety
       (90) days. The ninety (90) day extension shall not apply to failure to pay
       the Naming Rights Fee.

iv.    Upon the occurrence of a VanDyk Default, the City and/or Parkland
       may upon written notice to VanDyk, terminate this Agreement and any
       monies already then paid by VanDyk may be retained by the City and/or
       Parkland. If VanDyk Default occurs before December 31, 2021,
       VanDyk agrees to pay to the City the cost of removing all signage
       bearing any VanDyk Marks.

 v.    In addition, if at any time during the Term, the City and Parkland
       determine, after giving notice to VanDyk and a reasonable opportunity
       to respond, but not less than sixty (60) days, that any of the below
       Unusual and Compelling Circumstances have occurred, and as a result
       the continuation of the use of VanDyk Mortgage’s name would discredit
       the Convention Center, the City and Parkland in their sole discretion,
       may terminate this Agreement. ‘Unusual and Compelling
       Circumstance’ shall mean:

          a. Any situation, occurrence or action by VanDyk which subjects
             VanDyk or the Convention Center to public scandal, disrepute,
             widespread contempt, or public ridicule, because VanDyk
             Mortgage has offended, insulted, or denigrated individuals or
             groups, or insulted or offended the community or public morals
             or decency.

          b. Any situation or occurrence where VanDyk makes public
             comments which degrade or ridicule the City, Parkland or the
             Convention Center.


                                                                  Page 10 of 17
                         If one of the preceding conditions has occurred, the City and/or Parkland
                         may, at their option, upon written notice to VanDyk and after at least
                         sixty (60) days, terminate this Agreement and (i) If a court of competent
                         jurisdiction has found that one of the preceding conditions has occurred,
                         then any Naming Rights Fees or other monies already then paid by
                         VanDyk may be retained by the City and/or Parkland; otherwise (ii)
                         one-half of the Naming Rights Fees and other money paid by VanDyk
                         to the City under this Agreement shall be returned to VanDyk. If
                         VanDyk actions under this paragraph occurs before December 31, 2021,
                         VanDyk agrees to pay to the City the cost of removing all signage
                         bearing any VanDyk Marks.

              B.       City and/or Parkland Default. The occurrence of any one or more of the
following constitutes a “Default” by City and/or Parkland under this Agreement:

                    i.   The City and Parkland lose the ability to grant naming rights to the
                         Convention Center for any reason;

                   ii.   The Convention Center is shut down for more than 90 consecutive days
                         for any reason, the monthly payments of Naming Rights Fees will not
                         be due in relation to any such period and such monthly payments will
                         be pro-rated for the period in which the Convention Center is actually
                         open;

                   vi.   If at any time during the Term, the City or Parkland shall file or have
                         filed against it, in any court pursuant to any statute either of the United
                         States or of any state, a petition in bankruptcy, for reorganization, for
                         the appointment of a receiver, or for an arrangement under the
                         Bankruptcy Act or Code or similar type of proceeding, and such petition
                         is not dismissed within sixty (60) days of such initial filing; or

                  iii.   City’s or Parkland’s breach of any of the material covenants,
                         agreements, representations or warranties contained in this Agreement,
                         or any other agreement between the parties, if such breach (i) has not
                         been waived in writing; and (ii) is not cured or remedied within thirty
                         (30) days after delivery of written notice specifying the nature of the
                         breach or (iii) if such breach is capable of being cured but not within
                         such thirty (30) day period and City and/or Parkland are using diligent
                         efforts to cause such breach to be cured, then the cure period set forth
                         herein shall be extended to ninety (90) days.

                   iv.   Upon the occurrence of a Default by the City or Parkland, VanDyk may,
                         at its option, upon written notice to both City and Parkland: (i) terminate
                         this Agreement, in which case VanDyk shall not be obligated to make
                         any additional Naming Rights Fee Payments due after such termination;

                                                                                     Page 11 of 17
                          provided, however, that VanDyk shall be obligated to pay any amounts
                          due on or prior to such termination; and/or (ii) enforce the provisions of
                          this Agreement by a suit in equity or at law for the specific performance
                          of any covenant or agreement contained in this Agreement, or for the
                          enforcement of any other legal or equitable remedy available at law.


                   vii.   In addition, if at any time during the Term, VanDyk determines, after
                          giving notice to the City and Parkland and a reasonable opportunity to
                          respond, but not less than sixty (60) days, that any of the below Unusual
                          and Compelling Circumstances have occurred, and as a result the
                          continuation of the use of VanDyk’s Marks as contemplated by this
                          Agreement would discredit VanDyk, VanDyk in its sole discretion, may
                          terminate this Agreement. ‘Unusual and Compelling Circumstance’
                          shall mean:

                              a. Any situation, occurrence or action by the City or Parkland
                                 which subjects the City, Parkland, or the Convention Center to
                                 public scandal, disrepute, widespread contempt, or public
                                 ridicule, because of offense, insult, or denigration of individuals
                                 or groups, or insult or offense to the community or public morals
                                 or decency.

                              b. Any situation or occurrence where the City or Parkland, or any
                                 of their agents or Affiliates makes public comments which
                                 degrade or ridicule the VanDyk or the Convention Center.

                          If one of the preceding conditions has occurred, the VanDyk may, at its
                          option, upon written notice to City and Parkland and after at least sixty
                          (60) days, terminate this Agreement and (i) if a court of competent
                          jurisdiction has found that one of the preceding conditions has occurred,
                          then all Naming Rights Fees and other monies already then paid by
                          VanDyk must be returned to VanDyk; otherwise (ii) one-half of the
                          Naming Rights Fees and other money paid by VanDyk to the City under
                          this Agreement shall be returned to VanDyk.

                C.      No Continued Use of Name. Upon termination of this Agreement, the City
and Parkland shall be free to rename the Convention Center and the Parties shall no longer use the
Approved Name or any name or logos incorporating or confusingly similar to the Approved Name
or any VanDyk Marks, and shall make reasonable efforts to notify parties contracting with the
Parties not to use the names or logos; provided, however, that City shall have a maximum of ninety
(90) days after termination of this Agreement to remove any references to, or displays of, the name
and logos from the Convention Center. Except as provided in paragraph 11(A), the costs of the
removal shall be borne by the City.


                                                                                     Page 12 of 17
        1.       Indemnification and Insurance. Parkland will indemnify, defend, and hold
VanDyk and VanDyk’s owners, officers, directors, agents, employees, and representatives
harmless of, from, and against any and all actions, causes of action, claims, demands, damages,
injuries, costs, loss of services, expenses, and attorney’s fees, on account of, arising from, or in
any way attributable to the Convention Center or Hotel or any of Parkland’s actions relating to
operation of the Convention Center or Hotel or otherwise arising from VanDyk’s relationship with
Parkland, the Convention Center, or the Hotel under this Agreement. All parties acknowledge the
legal limitations on the City’s ability to indemnify other parties. However, City and Parkland
jointly and severally will take all reasonable actions to release or cause to be released VanDyk and
VanDyk’s owners, officers, directors, agents, employees, and representatives from, any and all
formal legal actions attributable to the Convention Center or Hotel or any of the City or Parkland’s
actions relating to operation of the Convention Center or Hotel or otherwise arising from
VanDyk’s relationship with the City, Parkland, the Convention Center, or the Hotel under this
Agreement. The provisions of this Section 12 shall survive the expiration or termination of this
Agreement. City and Parkland jointly and severally agree that they shall, at all times during the
terms of this contract, maintain, at their sole cost and expense, with an insurance carrier with an
AM Best Rating of A-X or higher, general liability (CGL) insurance in an amount not less than
Two Million Dollars ($2,000,000) per occurrence with a per location Two Million Dollar
($2,000,000) aggerate limit dedicated to these properties with respect to any liability relating to
the Convention Center or Hotel. City and Parkland jointly and severally shall name VanDyk as
an additional insured and cause the policy to provide that it may not be cancelled or modified
without thirty (30) days’ advance written notice to VanDyk. The CGL policy by primary and non-
contributory and waive the carriers right of subrogation in favor of VanDyk. Copies of such
policies and a certificate of insurance shall be provided to VanDyk prior to the execution of this
agreement and annually thereafter evidencing continuing coverage for VanDyk at all times
consistent with this Agreement.

The City and Parkland shall maintain workers compensation insurance on all of their employees
and volunteers that visit the premise during the terms of this agreement. The City and Parkland
shall endeavor to ensure all contractors and suppliers visiting the site shall have workers
compensation and CGL insurance.


         2.      Litigation concerning Naming Rights. Should individuals or entities whom are
not signatories to this Agreement sue or threaten to sue the City, VanDyk and/or Parkland
concerning this Agreement and/or the substance of this Agreement, the Parties shall meet and
discuss amending this Agreement in order to avoid litigation or the threat of litigation. Any
amendment will require mutual consent of the Parties. In the event that the parties cannot come to
a mutually agreeable amendment to avoid litigation or threatened litigation, either party may
choose to terminate this Agreement and the City and VanDyk would each bear half the cost of
removing the VanDyk signage and logos from the Convention Center. If the parties choose to
defend the litigation or threatened litigation, the Parties shall select legal counsel to represent all
entities and enter into a joint representation agreement and legal fees and expenses in defending
the litigation or threatened litigation shall be split evenly between the City and VanDyk.

                                                                                        Page 13 of 17
         3.     Confidentiality. To the extent possible, each party agrees to treat as confidential
all information regarding the other party furnished, or to be furnished, pursuant to this Agreement,
including the terms and conditions of this Agreement. However, either party may disclose that
portion of the confidential information that is required to be disclosed by law, including the
Freedom of Information Act, but shall provide advance notice to any Party whose information is
being provided including the identity of the requesting parties, a copy of all requests or demands
for information pursuant to which such information is being provided, and a reasonable
identification of the information intended to be disclosed.

       4.     Counterparts. This Agreement may be executed in one or more counterparts, all
of which together shall constitute one instrument.

        5.     Notice. Each notice, request, demand, consent, approval or other communication
required or permitted under this Agreement (collectively, “notices”) shall be in writing and shall
be deemed to be given if hand-delivered or sent by overnight delivery service at the address set
forth below, or sent electronically (with confirmation of receipt) at the applicable number set forth
below:

       If to City of Muskegon:

                       City Manager
                       City of Muskegon
                       933 Terrace St.
                       Muskegon, MI 49443-0536

       With a copy to:

                       City Attorney
                       Parmenter Law
                       601 Terrace St.
                       Muskegon, MI 49440

       If to Parkland Acquisition Two, LLC

                       Jonathan Rooks
                       75 West Walton, Suite A
                       Muskegon, MI 49440

       With a copy to:

                       Charron Law
                       Dave Charron
                       5020 East Beltline, NE, Suite 201B
                       Grand Rapids, MI 49525


                                                                                      Page 14 of 17
       If to VanDyk Mortgage:

                       Tom VanDyk, President
                       2449 Camelot Court SE
                       Grand Rapids, MI 49546

       With a copy to:

                       Mario Flores
                       5906 Commerce Drive, East Suite
                       Muskegon, MI 49444

       Any such notice shall be deemed given when actually delivered, when delivery is refused,
or upon confirmation of receipt of a facsimile.

         6.      Successors and Assigns. This Agreement shall be binding on, and shall inure to
the benefit of, the parties hereto and their successors and permitted assigns. This Agreement may
not be assigned by any party hereto without the prior written consent of the other parties; provided,
however, that (i) the City and Parkland may assign this Agreement to any existing or future
affiliate, whose business includes the operation of the Convention Center; (ii) VanDyk may assign
this Agreement to any existing or future affiliate, provided that VanDyk shall continue to be
obligated to the City and Parkland under this Agreement; and (iii) VanDyk may assign this
Agreement in connection with the direct or indirect transfer or sale of all or substantially all of its
assets, or in the event of a merger, consolidation, or similar transaction, provided that (a) the
acquirer or surviving entity has creditworthiness or credit rating at least equal to that of VanDyk
immediately prior to the transaction, (b) the acquirer or surviving entity is another mortgage
provider, and (c) such assignee expressly agrees to assume unconditionally all of the obligations
of VanDyk hereunder for the balance of the Term and agrees to bound hereby. For purposes of
this Agreement, “affiliate” means a person or entity that directly, or indirectly through 1 or more
intermediaries, controls, is controlled by, or is under common control with a specified person or
entity.

        7.     Severability. If any portion of this Agreement is judged to be illegal, invalid or
unenforceable, such portion will be given effect to the maximum extent possible by narrowing, or
enforcing in part, such portion to the minimum extent necessary to make it enforceable. Any such
invalidity or unenforceability will not in any way affect the validity or enforceability of the
remainder of this Agreement which will continue in full force and effect.

        8.     Captions. The captions used in this Agreement are for convenience only and will
not define, limit, or otherwise be used in the construction of this Agreement.

        9.      Entire Agreement. This Agreement and the related License Agreement, sets forth
the entire agreement between the Parties with respect to the subject matter hereof, and, except as
provided herein, there are no agreements between them, written or oral, relating to the subject

                                                                                        Page 15 of 17
matter hereof, other than as set forth in this Agreement.

      10.    Governing Law. This Agreement and the rights and obligations of the parties shall
be governed by, and construed and interpreted in accordance with, the laws of the State of
Michigan. Venue shall lie in Muskegon County, Michigan.

       IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the day
and year first above written.

                                              CITY OF MUSKEGON



                                              By:______________________________________

                                              Its:______________________________________



                                              PARKLAND ACQUISITIONS TWO, LLC

                                              By:______________________________________

                                              Its:______________________________________


                                              VANDYK MORTGAGE CORPORATION




                                              By:______________________________________

                                              Its:______________________________________




                                                                                Page 16 of 17
                                       Exhibit A
                                   Sponsorship Terms

1. Signage. VanDyk Mortgage will have the following permanent signage displays. Final
   size, design, and location will be mutually agreed upon in advance by the Parties. Signage
   to read VanDyk Mortgage Convention Center.
       a. Exterior
               i. Arena/Convention Marquee Sign.




              ii. Exterior Shoreline Drive Signage




              iii. Exterior 4th Street Signage




                                                                                Page 17 of 17
                      Agenda Item Review Form
                       Muskegon City Commission
Commission Meeting Date: 01/12/2021                     Title: Marshall Street Elevated Tank Painting

Submitted By: Joe Buthker                               Department: Public Works - Filtration

Brief Summary: Staff is requesting authorization to contract with Dixon Engineering for professional
services related to painting and repairing the Marshall Street elevated tank.

Detailed Summary:
Staff has worked with Dixon Engineering on a proposal for professional services to oversee the
design, bidding, construction, and post-construction phases of the Marshall Street elevated tank
project. Dixon Engineering has extensive knowledge of the city’s elevated water tanks and has
managed many of our past elevated tank projects and inspections.
Located in the Jackson Hill neighborhood, the Marshall Street tank is highly visible from the Moses
J. Jones Parkway. The exterior tank coating continues to chalk, fade, and lose its gloss. More
importantly, the exterior and interior coatings are beyond their expected lifetimes, and a 2019
inspection found coating deterioration with spot failures and topcoat delamination.
The largest part of this project will include repairs to the interior coating of the tank and a complete
overcoat of the tank exterior. Additionally, the cathodic protection system that prevents corrosion of
the tank has failed and needs to be repaired. Other minor modifications will take place on the tank
to bring it into compliance with safety standards and drinking water regulations.
Dixon Engineering will prepare design plans for the project and assist the city in soliciting bids from
contractors to perform the work. Bids for the contractors will be brought back to the commission
for consideration after they are received.

Amount Requested: $49,750                              Amount Budgeted: $325,000

Fund(s) or Account(s): 591-92035                       Fund(s) or Account(s): 591-92035

Recommended Motion:
Authorize staff to contract with Dixon Engineering in the amount of $49,750 for professional
services to oversee the painting and repairs of the Marshall Street elevated tank.

Check if the following Departments need to approve the item first:
Police Dept.
Fire Dept.
IT Dept.
For City Clerk Use Only:
Commission Action:
      DIXON                                                                         1104 Third Avenue
                                                                                    Lake Odessa, MI 48849
                                                                                    Telephone: (616) 374-3221
      ENGINEERING & INSPECTION SERVICES                                             Fax: (616) 374-7116
      FOR THE COATING INDUSTRY




December 29, 2020


Mr. Joe Buthker
City of Muskegon
1900 Beach St.
Muskegon, MI 49441

Subject: 1,000,000 Gallon Radial Arm Elevated Tank (Marshall)

Dear Mr. Buthker,

Enclosed is the proposal for the 1,000,000 gallon radial arm water storage tank. We have an updated
agreement format. Since this is new format, I want to help explain what all is included.

A summary of the agreement and exhibits:

       1.   The first three pages are the agreement.
       2.   Dixon’s Services (scope of work) are included in Exhibit A (pages 4 to 8).
       3.   The basis of fees is included in Exhibit C (pages 9 to 12).
       4.   The summary of compensation fees is in Exhibit C Attachment C-1 (page 13).
       5.   Billable rates are in Exhibit C Attachment C-2 (page 14).
       6.   General provisions are in Exhibit GP (page 15 to 18).
       7.   Insurance and liability are in Exhibit I (pages 19 to 20).

We appreciate the opportunity to submit this proposal. If you have any questions, please feel free to
contact me at (616) 374-3221 ext. 309.

FOR DIXON ENGINEERING, INC.,



Eric Binkowski
Project Manager


Enclosure
       DIXON                                                                                   1104 Third Avenue
                                                                                               Lake Odessa, MI 48849
                                                                                               Telephone: (616) 374-3221
       ENGINEERING & INSPECTION SERVICES                                                       Fax: (616) 374-7116
       FOR THE COATING INDUSTRY

                           AGREEMENT BETWEEN OWNER AND DIXON
                                   FOR PROFESSIONAL SERVICES
THIS IS AN AGREEMENT effective as of:                          (“Effective date”) between City of
Muskegon, Michigan (“Owner”) and Dixon Engineering, Inc. of Lake Odessa, Michigan (DIXON).

IN WITNESS WHEREOF, the (“Owner”) and (“DIXON”) have executed this Agreement. The Owners
Project, of which DIXON’s Services under this Agreement are a part, is generally identified as follows:
Technical Specifications, Contract Documents, Project Administration, Preconstruction Meeting,
Weld Observation, Wet Interior, Exterior, Dry Interior Coating Observations, Cathodic
Protection Installation, and One (1) Year Warranty (ROV) on the 1,000,000 Gallon Radial Arm
(Marshall) (“Project”).

Other terms used in this Agreement are defined in EXHIBIT GP and EJCDC C-700-18®, Standard
General Conditions of the Construction Contract, incorporated by reference into this Agreement.
This service fee is the (Estimated) Amount $49,750.

Proposals / Agreement Signatures
Eric Binkowski, Project Manager                                                        December 29, 2020
PROPOSED by DIXON (Not a contract until approved by Project Manager or Officer)     PROPOSAL DATE

CONTRACT APPROVED BY OWNER                         POSITION                                       DATE

Co SIGNATURE (if required)                        POSITION                                        DATE

AGREEMENT APPROVED by DIXON                        POSITION                                       DATE
With the execution of this Agreement, DIXON and Owner shall designate specific individuals to act as
DIXON’s and Owner’s representatives with respect to the services to be performed or furnished by
DIXON and responsibilities of Owner under this Agreement, said individual shall have authority to
transmit instructions, receive information, and render decisions relative to this Agreement on behalf of the
respective party whom the individual represents.
 Designated Person: Joe Buthker                               Designated Person: Eric Binkowski
 Address for Owner’s receipt of notices:                      Address for DIXON’s receipt of notices:
 City of Muskegon                                             Dixon Engineering, Inc.
 1900 Beach St.                                               1104 Third Ave.
 Muskegon, MI 49441                                           Lake Odessa, MI 48849
 Email: [email protected]                         Email: [email protected]

Any notice required under this Agreement shall be in writing, addressed to the Designated Contract Person
at its address on this signature page, or given personally, or by registered or certified mail postage prepaid,
or by a commercial courier service. All notices be shall effective upon the date of receipt.


Agreement                                Owner: City of Muskegon                                 Page 1 of 20
Exhibits: A, C, GP, IR                    Contract No: 22-61-06-03
Owner and DIXON further agree as follows:
ARTICLE 1 SERVICES OF DIXON
1.01     DIXON shall provide or cause to be provided:
    A.   Contract and Project Management (Basic)Services:        EXHIBIT A Part 1
    B.   Resident Project Representative (RPR):                  EXHIBIT A Part 1
    C.   Other Services: Services beyond the scope of Exhibit A are Additional Services.

ARTICLE 2 OWNER’S RESPONSIBILITIES
2.01   Owner shall provide or cause to be provided:
    A. Responsibilities set forth in Exhibit A, Part 1, Section C of each phase.
    B. Owner shall arrange for safe access to and make all provisions for DIXON to enter upon public and
       private property as required for DIXON to perform services under the agreement.

ARTICLE 3 SCHEDULE FOR RENDERING SERVICES
3.01   Commencement:
    A. DIXON is authorized to begin rendering services as of the Effective Date or mutually agreeable
       date.
    B. DIXON shall complete its obligations within a reasonable time. If a specific period of time for
       rendering services, or specific dates by which services are to be completed are required, the dates
       are provided in Exhibit A, and are hereby agreed to be reasonable.

ARTICLE 4 INVOICES AND PAYMENTS – PER EXHIBIT C
ARTICLE 5 OPINIONS OF COST – GENERAL PROVISIONS PER EXHIBIT GP
ARTICLE 6 GENERAL PROVISIONS PER EXHIBIT GP
ARTICLE 7 DEFINITIONS
    A. Whenever used in this Agreement (including the Exhibits hereto) terms (including the singular and
       plural forms) printed with initial capital letters have the same meanings indicated in the
       Construction Contract Documents, EJCDC C-700 18.
    B. Additional definitions pertinent to invoicing or payment can be found in Exhibit C.

ARTICLE 8 EXHIBITS AND SPECIAL PROVISIONS
    A. EXHIBITS Included:
       1. EXHIBIT A, DIXON’s Services and Owner’s Responsibilities.
       2. EXHIBIT C, Basis of Fees, Invoicing, and Payment Matters.
       3. EXHIBIT C, Attachments C-1 and C-2.
       4. EXHIBIT GP, General Provisions from the Agreement and Exhibits.
       5. EXHIBIT IR, Insurance Requirements and Limits of Liability.
    B. EXHIBITS to be added as needed:
       1. EXHIBIT J, Special Provisions. Services added at/before Effective date (included in original
          Agreement sometimes referred to as an Addendum).
       2. EXHIBIT K, Amendment to Owner-DIXON Agreement for Services added or changed after
          effective date of this Agreement or for clarification if requested.
    C. EXHIBITS B, D, F, and H merged with other Exhibits or not used.




Agreement                               Owner: City of Muskegon                               Page 2 of 20
Exhibits: A, C, GP, IR                   Contract No: 22-61-06-03
ARTICLE 9 MISCELLANEOUS PROVISIONS
9.00 Items that pertain to the legal terms of this Agreement. All General Provisions from Article 6 are
     in Exhibit GP. Those provisions refer mostly to services that result from this Agreement.

9.01   Survival:
    A. All express representations, waivers, indemnifications, and limitations of liability included in this
       Agreement will survive its completion or termination for any reason.
9.02   Severability:
    A. Any provision or part of the Agreement held to be void or unenforceable under any Laws or
       Regulations shall be deemed stricken, and all remaining provisions shall continue to be valid and
       binding upon Owner and DIXON, which agree that the Agreement shall be reformed to replace
       such stricken provision or part thereof with a valid and enforceable provision that comes as close
       as possible to expressing the intention of the stricken provision.

9.03   Successors, Assigns, and Beneficiaries:
    A. Owners and DIXON are hereby bound, and the successors, executors, administrators, and legal
       representatives of Owner and DIXON are hereby bound to the other party to this Agreement and to
       the successors, executors, administrators, and legal representatives (and said assigns) of such other
       party, in respect of all covenants, agreements, and obligations of this Agreement.
    B. Unless expressly provided otherwise in this Agreement:
       1. Nothing in this Agreement shall be constructed to create, impose, or give rise to any duty
           owed by Owner or DIXON to any Contractor, other third-party individual or entity, or to any
           surety for or employee of any of them and not for the benefit of any other party.
       2. All duties and responsibilities undertaken pursuant to this Agreement will be for the sole and
           exclusive benefit of Owner and DIXON and not for the benefit of any other party.

9.04   Waiver:
    A. A party’s non-enforcement of any provision shall not constitute a waiver of that provision, nor
       shall it affect the enforceability of that provision or of the remainder of this agreement.
9.05   Accrual of Claims:
    A. To the fullest extent permitted by Laws and Regulations, all causes of action arising under this
       Agreement shall be deemed to have accrued, and all statutory periods of limitation shall
       commence, no later than the date of Substantial Completion.

9.06   DIXON’s Certifications:
    A. DIXON certifies that it has not engaged in corrupt, fraudulent, or coercive practices in competing
       for or in executing the Agreement.

9.07   Total Agreement:
    A. This Agreement, (together with the included Exhibits) constitutes the entire agreement between
       Owner and DIXON and supersedes all prior written or oral understandings. This agreement may
       only be amended, supplemented, modified, or canceled by a written instrument duly executed by
       both parties. Amendments should be based, whenever possible, on the format of Exhibit K.




Agreement                               Owner: City of Muskegon                                Page 3 of 20
Exhibits: A, C, GP, IR                   Contract No: 22-61-06-03
                                                                       EXHIBIT A: Agreement Between
                                                                                  Owner and DIXON
DIXON’S SERVICES AND OWNER’S RESPONSIBILITIES
Article 1 and 2 of the Agreement is supplemented to include the following agreement of the parties:
DIXON shall provide Contract and Project Management (BASIC) Services, and Resident Project
Representative (RPR).
DIXON has combined the six construction project phases into four phases; Design or Technical Specification
Phase, Contract Document and Bidding Phase, Construction Phase, and Post Construction Phase. We then
included DIXON’s Basic Services, RPR Services, and Owner’s responsibilities for each respective phase.

PART 1

A1.01 Design Phase – Technical Specifications:
   A. Basic Services:
      1. In preparing the Technical Specifications, use Design, Bid, Build Project Strategy.
      2. DIXON shall prepare Technical Specifications and Drawings to include:
         a. Additions to General Conditions of Construction Contract relevant to coating projects.
         b. Specifications and Drawings for Health, Safety and Structural Repairs if any.
         c. Specifications for Coating Repair or Replacement.
      3. Advise Owner of additional reports, data, information, or services which may be necessary,
         and assist Owner in obtaining such materials.
      4. Furnish two review copies of the Design Phase documents, to Owner, and review those
         documents with Owner.
      5. After receipt, Owner shall review the Design Phase documents and submit to DIXON any
         comments regarding the furnished items within two weeks of receipt or as mutually agreed.
      6. Advise Owner of any recommended adjustments to the opinion of probable Construction Cost.
      7. In response to Owner’s comments, as appropriate, make revisions and furnish to Owner one
         electronic copy of the revised Design Phase documents.
      8. DIXON’s services under the Design Phase will be considered complete on the date when
         DIXON has delivered to Owner the revised Technical Specifications.
   B. Design Phase – RPR Services–None
   C. Design Phase – Owner’s Responsibility:
      1. Provide DIXON with all criteria and full information as to Owner’s requirements for the
         Project, including design objectives and constraints and upon DIXON’s request, obtain, and
         furnish, such additional Project-related information and data as is reasonably required to
         enable DIXON to complete its Services.
      2. Give instructions to DIXON regarding Owner’s procurement of construction services including
         instructions regarding Notice of Bids, Information for Bidders, Owner’s construction contract
         practices and requirements, insurance and bonding requirements, requirements for electronic
         transmittals during construction, other information necessary for the finalization of Owner’s
         bidding-related documents, and Construction Contract Documents.
      3. Owner shall be responsible for all requirements and instructions that it furnishes to DIXON
         pursuant to this Agreement. DIXON may use and rely upon such requirements, materials, and
         information in performing or furnishing services under this Agreement, subject to any express
         limitations or reservations applicable to the furnished items.

A1.02 Bidding and Contract Document Phase:
   A. Basic Services:
      1. Provide technical criteria and file applications for permits for approvals of governmental
         authorities having jurisdiction to review or approve the design; and revise the Technical
         Specifications in response, as appropriate.
Agreement                              Owner: City of Muskegon                              Page 4 of 20
Exhibits: A, C, GP, IR                  Contract No: 22-61-06-03
      2. Include in the Construction Contract Documents any specific protocols for the transmittal of
          Project-related correspondence, documents, in electronic media or digital format. Any such
          protocols shall be applicable to transmittals between and among Owner, DIXON, and
          Contractor during the Construction Phase and Post-Construction Phase.
      3. Prepare and submit to Owner for compliance with local state and municipal requirements:
          a. Section 00 00 30 Notice to Bidders.
          b. Section 00 00 40 Project Summary.
          c. Section 00 02 00 Instructions to Bidders.
          d. Section 00 07 00 General Conditions as modified by DIXON. EJCDC C-700-18. If
               Owner elects to use their own documents, then supply Additions to General Conditions.
          e. Section 00 08 00 Supplemental Conditions to include insurance requirements furnished by
               Owner.
          f. Section 00 04 10 Bid/Agreement Form as modified by DIXON.
          g. Section 00 43 73 Schedule of Values Form.
      4. Furnish for review by Owner, its legal counsel, insurance and other advisors, the draft bidding-
          related Bid Documents and review them with Owner. Owner shall submit to DIXON any
          comments regarding the furnished items, and any instructions for revisions.
      5. Revise the final Bid Documents and Specifications in accordance with comments and
          instructions from the Owner, as appropriate, and submit one electronic copy of revised
          documents to Owner.
      6. Direct mail advertisements to Contractors who have been prequalified, as capable and
          responsive by DIXON.
      7. Issue assembled Bid Documents to prospective contractors, and, where applicable, maintain a
          record of prospective contractors to which documents have been issued, and receive and
          process contractor charges for the issued documents. Document Fees: charges will be retained
          as a printing, handling, and/or shipping fee.
      8. Send Bid Documents to selected Builders Exchanges and Dodge Reports.
      9. Address all written submitted questions, by letter or clarifying Addendum as appropriate to all
          Bidders and Agencies (Builders Exchange and Dodge Reports) identified as having received
          original documents from DIXON.
      10. Review the bids submitted to the Owner and recommend award in writing based on lowest
          responsible and responsive bidder.
      11. If Owner agrees, issue Notice of Award to recommended Bidder.
      12. Review bonds and insurance submitted by selected Contractor solely as to compliance with
          insurance amounts and that bonds are of the format required. Insurance and Bonds are
          forwarded to Owner for full review by their Insurance Consultant.
      13. Furnish Owner and Contractor the Contract Documents for signatures and distribution. (One
          signed copy to Owner, one to Contractor and one to DIXON).
      14. Furnish Owner with completed Notice to Proceed to sign and forward to the Contractor.
      15. The Bidding and Contract Documents Phase will be considered complete upon issuance of
          Notice to Proceed.
   B. Bidding and Contract Document Phase-RPR Services-None.
   C. Bidding and Contract Documents Phase-Owner Responsibilities
      1. Use, unaltered, the Contract Documents provided by DIXON when entering into an agreement
          with the Contractor. DIXON will not unreasonably withhold a request to alter the document.
          If Owner elects to use their own General Conditions, then they shall include DIXON’s
          Additions to General Conditions, unaltered unless both parties agree to alteration.
      2. Place and pay for advertisement for Bids as required by local ordinances in appropriate
          publications, method of advertising is to be determined by the Owner.
      3. Attend and participate in the pre-bid conference if any.
          Provide a place for the bid opening and open the Bids received.


Agreement                             Owner: City of Muskegon                              Page 5 of 20
Exhibits: A, C, GP, IR                 Contract No: 22-61-06-03
        4. Review Payment and Performance Bonds, and insurance certificates of selected Contractor.
           These should be reviewed by the Owner’s insurance consultant and attorney for legality and
           compliance with required indemnification, subrogation, amounts and all other insurance
           matters.
        5. Sign and forward to the Contractor the Notice to Award and Notice to Proceed. These Notices
           will be supplied to Owner by DIXON.

A1.03 Construction Phase:
   A. Basic Services:
      1. DIXON will consult with Owner and act as Owner’s representative as provided in the
         Construction Contract. The extent and limitations of the duties, responsibilities, and authority
         of DIXON shall be as assigned in EJCDC C-700-18 Standard General Conditions of the
         Construction Contract.
      2. All of Owner’s instructions to Contractor will be issued through DIXON, which shall have
         authority to act on behalf of Owner in dealings with Contractor to the extent provided in this
         Agreement and the Construction Contract except as otherwise provided in writing.
      3. Engineer or RPR has authority to Stop Work if Engineer or RPR questions the quality of Work
         or rejects the Work, or if there (in the sole opinion of Engineer or RPR) a potential for creating
         an environmental contamination.
      4. Finalize Project to observe all items in the contract specifications have been completed and
         review the quality of workmanship.
      5. Duration of Construction Phase: The Construction Phase will terminate upon written
         recommendation by DIXON for final payment to Contractors.
   B. RPR Services for Maintenance of Existing Structures
      1. Perform services expected of DIXON RPR and as detailed in the EJCDC Construction
         Contract General Conditions, GC-700-18.
      2. Attend a Preconstruction Meeting, and address questions regarding observation services and
         coordination of field observations.
      3. Hold Point General:
         a. Hold Point is a stage of the Construction Project where the Contractor stops Work. Work
             commences again after the Work is observed and reviewed for compliance.
      4. Hold Point Weld/Modifications- Observe, Record, Report, and:
         a. Observe repair, and or the installation of work for specifications compliance. All weld
             repairs will be visually observed for surface defects (i.e. undercut, negative reinforcement,
             non-fusion, etc.).
      5. Hold Point Coating Wet Interior - Observe, Record, Report, and:
         a. LWPC for thoroughness and compliance with specifications and verify test area
                meets or exceeds minimum specified standard for abrasive blast cleaning.
           b. Verify test area for abrasive cleaning meets or exceeds minimum of specified standard
           c. Collect spent abrasive for sampling and testing.
           d. Abrasive blast cleaning prior to application of the prime coat.
           e. Prime coat prior to application of the next coat.
           f. Intermediate coat prior to application of the stripe or topcoat.
           g. Topcoat for compliance with specifications.
           h. Observe wet interior using high/low voltage holiday detection.
        6. Hold Point Coating Exterior - Observe, Record, Report, and:
           a. Verify test area for high (HPWC) pressure water blast cleaning meets or exceeds minimum
              specified standard.
           b. HPWC for thoroughness and compliance with specifications and verify test area meets or
              exceeds minimum specified standard for spot tool cleaning (SP-11).
           c. Spot power tool, feathering, and compliance with specifications.
           d. Prime coat prior to application of the acrylic intermediate coat.
Agreement                              Owner: City of Muskegon                               Page 6 of 20
Exhibits: A, C, GP, IR                  Contract No: 22-61-06-03
           e.Acrylic intermediate coat prior to application of the urethane intermediate coat.
           f.Urethane intermediate coat prior to application of the topcoat.
           g.Topcoat for compliance with specifications.
           h.Check foundations coating for compliance with specifications.
           i.Application of the lettering/logo for thoroughness, dimensions (visual only) and aesthetic
             appearance in accordance with specification requirements, and to verify no damage
             occurred during lettering.
      7. Hold Point Coating Dry Interior- Observe, Record, Report, and:
         a. Abrasive blast cleaning for thoroughness, surface profile, feathering, and compliance with
             specifications.
         b. Prime coat prior to application of the intermediate coat.
         c. Topcoat for compliance with specifications. Review all contract items to assure they have
             been completed according to contract requirements.
      8. Hold Point Cathodic Protection - Observe, Record, Report, and:
         a. Cathodic protection repair/installation work for specification compliance.
      9. Hold Point Project Finalization:
         a. Review all repairs not installed until after coating.
         b. Examine entire project for damage that occurred during construction or post construction
             from rigging and de-rigging or other causes.
         c. Observe the installation of screens, light bulbs, etc.
         d. Observe Site for restoration to pre-project conditions.
         e. Formulate a punch list of items to complete.
         f. Create a second punch list if needed before finalization.
         g. Finalize the project to assure all items in the contract specifications have been completed,
             and the quality of workmanship meets contract requirements.
   C. Construction Phase - Owner’s Responsibilities:
      1. Inform DIXON in writing of any specific requirements of safety or security programs that are
         applicable to DIXON, as a visitor to the Site.
      2. Attend and participate in the Preconstruction conferences, construction progress and other job-
         related meetings, and Site visits to determine Substantial Completion and readiness of the
         completed Work for final payment.
      3. If Owner, or Owner and Contractor, modify the duties, responsibilities, and authority of
         DIXON in the Construction Contract, or modify other terms of the Construction Contract
         having a direct bearing on DIXON, then Owner shall compensate DIXON for any related
         increases in the cost to provide Construction Phase services.

A1.04 Post Construction Phase:
   A. Basic Services:
      1. One Year Warranty Observation – ROV and Exterior:
          a. Review all wet or dry interior surfaces for corrosion and/or damage, qualify and quantify
             damage for repairs. All coating repairs needed are to be quantified by extrapolation of a
             measured area and compared with warranty requirements.
         b. Observe the exterior coating and quantify damages.
          c. Review all repairs completed during Construction Phase.
         d. Review all exterior appurtenances for damage due to corrosion or construction.
          e. Review exterior of the exposed foundations.
          f. Review all health aspects of the tank, including screening of the vent, overflow pipe, and
             other possible contamination sources.
         g. Prepare a report documenting all items found that meet or fail to meet warranty
             requirements and recommendations for repair. The report will be letter format.
   B. Post Construction Phase – RPR Services
      1. Detailed above if repairs are needed.
Agreement                              Owner: City of Muskegon                             Page 7 of 20
Exhibits: A, C, GP, IR                  Contract No: 22-61-06-03
   C. Post Construction Phase - Owner’s Responsibilities:
      1. Warranty Observation - ROV Observation:
          a. Fill the tank to overflow or higher capacity and isolate it from the system during the ROV
             observation, or as a minimum, maintain positive flow (No water withdrawal from tank).
          b. Perform chlorine residual and bacteriological testing after completion of observation.

A2.01 ADDITIONAL SERVICES
       A. Any service not listed or referenced above in Part 1 will be considered an Additional Service.
          1. All additional requested services and associated fees shall be documented by an Exhibit K,
             Contract Amendment signed by both parties.




Agreement                             Owner: City of Muskegon                             Page 8 of 20
Exhibits: A, C, GP, IR                 Contract No: 22-61-06-03
                                                              EXHIBIT C: Agreement Between
                                                                           Owner and DIXON
BASIS OF FEES, INVOICING AND PAYMENT
General Provisions of Article 4 of the Agreement has been moved to this EXHIBIT C:

Part 1 BASIS OF FEES
C1.00 Owner’s Responsibility:
   A. Owner shall pay DIXON for Basic (Project Management and Contract Administration), Resident
      Project Representative (RPR), and Additional Services as detailed below and as summarized in
      Attachment 1 to EXHIBIT C. (Exhibit C-1).

C1.01 Basis:
   A. Hourly rates of DIXON’s employee are per classification in the Standard Hourly Rate and
      Reimbursable Expense Schedule included in this Exhibit C as Exhibit C Attachment 2. (Ex C-2)
      A classification that has a range of fees, reflects varying levels of experience within that
      classification. DIXON reserves the right to select the level of RPR and classification. This
      decision is at DIXON’s discretion only and will be dependent primarily on experience with Owner
      selected Contractor as well as other factors.
      1. Reimbursable expenses are those expenses directly related to and resulting from this Project.
          These expenses are primarily living expenses and mileage.

C1.02 Methods of Rate Calculation and Definitions including Limitations:
   A. Standard Hourly Rate (SHR) Method: An amount equal to the cumulative hours charged to the
      Project by each classification of DIXON’s personnel, times Standard Hourly Rates and Overtime
      rates for each applicable billing classification. (Exhibit C-2)
      1. The SHR method may be used for all services. It is more commonly used on portions of
          various Phase Services where scheduling and speed are controlled by the Contractor or
          unforeseen project expenses. (Phase 3 Construction, Basic, and RPR services, and for
          Additional Services during all phases. Overtime rates apply on weekends, holiday, and over
          40 hours per week. When accounting for the 40 hours it applies over 40 hours worked
          between Monday and Friday, weekend rates are already at Overtime rate. Holiday pay also
          does not contribute toward the accounting for 40 hours.)
      2. The SHR charged by DIXON constitutes full and complete compensation for DIXON services
          including labor costs, overhead, and profit but not Reimbursable Expenses.
      3. The Standard Hourly Rates per employee classification listed in Attachment C-2 do not
          include reimbursable expenses. The estimated Reimbursable Expenses are NOT calculated and
          averaged over the classification rate.
          a. The estimator calculates the number of days a project is expected to require and calculates
               manpower required to match number of hours and services required.
          b. The estimator then calculates Reimbursable Expenses based on the same criteria.
          c. Both the total manpower estimate, and Reimbursable Expenses total estimate are added.
               And the total estimate is included in the fee schedule shown in Attachment C-1.
   B. Lump Sum (LS) Method: One agreed fee for completing an agreed defined scope of services. The
      Lump Sum Method fee charged by DIXON constitute full and completed compensation for
      DIXON’s services including labor costs, overhead, and profit, and reimbursable expenses.
   C. The Lump Sum Method is more commonly used by DIXON for portions of the Phases where
      DIXON has control over a greater percentage of unknowns, such as the Technical Specifications,
      Bidding and Contract Documents, and Post Construction Phases excluding fees for Additional
      Services.
      1. DIXON may use a Lump Sum for the entire project.

Agreement                             Owner: City of Muskegon                             Page 9 of 20
Exhibits: A, C, GP, IR                 Contract No: 22-61-06-03
   D. Unit Price (UP) Method: Can be considered individual Lump Sum amounts. Reimbursable
      expenses are calculated and included in Unit Price methods.
      1. The Unit Price Method is used when DIXON completes Hold Point Observations, Project
          Progress or Preconstruction Meetings, known, controlled portions of the Contract and
          unknown Post Construction (Additional Services).
      2. Exhibit J Amendment: If Amendment changes Scope of Services then Additional Services
          may be negotiated Lump Sum or Standard Hourly Rate Method.
      2. Exhibit K Addendum: Addenda items (if any) may be negotiated according to any agreed
          method.
      3. Subconsultants or Subcontractor Service Fees are not included in the SHR, LS, or UP
          methods. DIXON will invoice for Subconsultant’s or Subcontractor’s actual invoiced amount
          times a factor of 1.20. The 1.20 factor includes DIXON’s overhead and profit associated with
          DIXON’s responsibility for the administration of such services.
   E. Not every Method of Rate Calculation may be used in this or any Contract, but every contract may
      be amended by using Exhibit K. If additional Work proposed in Exhibit K involves a different
      Method of Rate Calculation, it will be clearly defined herein.

C1.03 Definitions including Limitations:
   A. Basic Services to be performed are identified as Basic Services in Exhibit A, or by reference, in
      the General Conditions (GC-700-18) of the Owner/Contractor Construction Documents. Basic
      Services are generally calculated using the SHR method. These services are contracted services
      and thus are prior authorized.
   B. RPR Services contractually agreed services per Exhibit A or by reference, in the General
      Conditions (GC-700-18) of the Owner/Contractor Construction Document RPR services. These
      services are primarily observation during the Construction phase. RPR Services are generally
      calculated using the SHR method for Full Time or Daily services and by Unit Price for Hold Point
      Observations. Often a Contract for RPR services involves a combination of the SHR and the Unit
      Price method. These are contracted services and thus are prior authorized.
   C. Contingent Services some services are Basic to every contract such as Preconstruction Meeting
      and review of Final Pay Request. Other Basic Services and the Project Manager’s time associated
      with them are unknown. Some services are not used on all projects, such as review of multiple
      Pay Requests, Change Orders, Field Orders, and Work Change Directives. These are services
      which may or may not be needed, and thus Contingent. Contingent Services are generally
      calculated using the SHR method but may be Lump Sum or Unit Price method. These are
      contracted services and thus are prior authorized.
   D. Additional Services are services outside of the Scope of Services as defined in Exhibit A. These
      are NOT contracted services and prior authorization in the form of Exhibit K- Addendum to
      Agreement is required. The calculation of fees is Work dependent and may be calculated by the
      SHR method, or Lump Sum or Unit Price.
   E. Antenna Services are defined in Ex B and authorized by Exhibit K – Antenna Addendum. The
      calculation of the services is usually a combination of Unit Price and SHR methods. These are
      contracted services (by addendum) and thus are prior authorized.

C1.04 Fees:
   A. Contracted Fees are detailed in this Exhibit C Attachment 1.
   B. Contingency Allowance Fees if identified or requested, are intended to allow the flexibility to
      continue the Project and Services, without the need for an Addendum for additional fees.
      Contingent Fees may be transferred within the Project Phase or transferred to other project Phases
      as needed. Transfer does not require prior authorization. It is intended that any fees in this
      Contingency be used when other accounts are exhausted or minor Additional Services are
      required. Contingency fees unused will not be invoiced. Basic and/or RPR Fees may be increased
      to accomplish the same benefits of a Contingency Allowance.

Agreement                             Owner: City of Muskegon                            Page 10 of 20
Exhibits: A, C, GP, IR                 Contract No: 22-61-06-03
    C. Set-Off Fees contractual Set-off: (Applies to Construction and Post Construction Phases only) as
       defined in the Technical Specifications and General Conditions of the Owner/Contractor Contract,
       is a Contractually agreed remedy for small violations or nonadherence of the Contract terms which
       result in extra or unnecessary expenses to the Owner. The cost for these unnecessary expenses are
       not foreseen and cannot be calculated. They are the same SHR or Unit Price method, that had the
       service been necessary would have been invoiced to Owner. These services generally do not
       require prior approval of Owner, because they are required in the administration of the Contract.
       Set-off fees are invoiced to the Owner, who pays DIXON. The Owner can then Set-off these
       charges from amounts owed to the Contractor.
       1. A few examples of Set-off Fees are when the Owner has incurred extra charges or engineering
            costs related to:
            a. Excessive submittal review,
            b. Excessive evaluations of proposed substitutes,
            c. Tests and inspections, or return Hold Point Observations to complete Field Work that were
                determined to be a failed inspection and,
            d. Work is defective, require correction or replacement including additional inspection costs.
       2. Set-off is only used during the Construction and Post Construction Phases where additional
            Observation or engineering services are required to correct failed Work.

C1.05 Estimated Fee:
   A. The SHR Method of Rate Calculation is an estimate. The SHR Method is prepared based on
      extensive experience and is intended to be conservative.
      1. Calculating SHR includes, DIXON’s estimate of the amounts that will become payable for
          specified services are only estimates for planning purposes, are not binding on the parties, and
          are not the minimum or maximum amounts payable to DIXON under the agreement.
      2. When estimated compensation amounts have been stated herein and it subsequently becomes
          apparent to DIXON that the total compensation amount thus estimated will be exceeded,
          DIXON shall give Owner notice thereof, allowing Owner to consider its options, including
          suspension or termination of DIXON's services for Owner's Convenience. Upon notice,
          Owner and DIXON promptly shall review the matter of services remaining to be performed
          and compensation for such services. Owner shall either exercise its right to suspend or
          terminate DIXON's services for Owner's convenience, agree to such compensation exceeding
          said estimated amount, or agree to a reduction in the remaining services to be rendered by
          DIXON, so that total compensation for such services will not exceed said estimated amount
          when such services are completed. If Owner decides not to suspend DIXON's services during
          the negotiations and DIXON exceeds the estimated amount before Owner and DIXON have
          agreed to an increase in the compensation due DIXON or a reduction in the remaining
          services, then DIXON shall be paid for all services rendered hereunder.
      3. The requirements of minimum work hours and weeks shall remain in effect through
          negotiations and the minimum requirements of these paragraphs are not negotiable. An RPR
          is a professional, and if he remains on Site, he is guaranteed the minimum number of hours.
          Negotiations may Full Time or Daily RPR to Hold Point Observation Services or reduce the
          number of Daily Inspections. Then minimum hour requirements apply only to demobilization
          if RPR was Full Time.

C1.06 DIXON’s Reimbursable Expenses Schedule and Standard Hourly and Overtime Rates:
   A. Attached to this EXHIBIT C is Attachment C-2, Standard Hourly Rate and Reimbursable Expense
      Schedule
   B. Annual Cost Adjustment – January 1 each year.
      1. The Standard Hourly Rates and Reimbursable Expenses Schedule will be adjusted annually as
          of the first January 1 date past expiration date printed on Attachment C-2 to reflect equitable


Agreement                              Owner: City of Muskegon                              Page 11 of 20
Exhibits: A, C, GP, IR                  Contract No: 22-61-06-03
           changes in the compensation payable to DIXON. Proposals sent after August 1st will have
           Attachment C-2 with effective rates through December 31 of the subsequent year.
        2. Unit Price for Hold Point observations and Lump Sum items shall be increased at the same
           time as hourly rate by the same percentage increase as Standard Hourly Rates.
        3. Notification of these cost adjustments, or the issuance of an Addendum or Change Order are not
           required, but DIXON shall endeavor to so advise. Failure to supply notification does not waive
           the right for implementing rate increases.

PART 2 INVOICING AND PAYMENT for Services in EXHIBIT A per EXHIBIT C-1:
  A. Preparation and Submittal of Invoices: DIXON will prepare invoices in accordance with its
      standard invoicing practices and the terms of this EXHIBIT C and Attachments C-1 and C-2.
      DIXON will submit its invoices to Owner on a monthly basis. Invoices are due and payable
      within 30 days of receipt. Small monthly invoices may be held by DIXON only, for a month or
      more and combined.
  B. Application to Interest and Principal: Payment will be credited first to any interest owed to DIXON
      and then to principal.
  C. Failure to Pay: If Owner fails to make any payment due DIXON for services and expenses within 30
      days after receipt of DIXON’s invoice, then:
      1. Amounts due DIXON will be increased at the rate of 1.0% per month (or the maximum rate of
          interest permitted by law, if less) from said 30th day.
  D. Disputed Invoices: If Owner disputes an invoice, either as to amount or entitlement, then Owner
      shall promptly advise DIXON in writing of the specific basis for doing so, may withhold only that
      portion so disputed, and must pay the undisputed portion.

PART 3 SELECTION OF RPR SERVICES
C3.01 Hold Point Observations:
   A. The RPR travels to site complete the observation and travels back to Base Office. On site time at a
      minimum is time to complete observations and to complete report.




Agreement                              Owner: City of Muskegon                             Page 12 of 20
Exhibits: A, C, GP, IR                  Contract No: 22-61-06-03
                             EXHIBIT C ATTACHMENT C-1: Agreement Between
                                                       Owner and DIXON
SUMMARY OF DIXON’S COMPENSATION FEES SCHEDULE of VALUES
   1. The total compensation for services under this Agreement is the estimated total compensation
      amount of Forty-Nine Thousand, Seven Hundred, Fifty Dollars, $49,750 and summarized as
      follows:

  Schedule of Values
  Description of Services             # of Units    Unit Price    Amount          Basis of Compensation
  A1.01-Technical Specifications                                  $5,500          Lump Sum
  A1.02-Bidding and Contract                                      $1,000          Lump Sum
  Documents
  A1.03-Preconstruction Meeting                                   $950            Unit Price
  A1.03-Other Defined Basic                                       $2,000          Lump Sum
  Services: Project Administration
  A1.03-RPR Services Weld             1             $1,250        $1,250          Unit Price
  A1.03-RPR Critical Phase            31            $1,150        $35,650         Unit Price
  Coating
  A1.04-Warranty Observation                                      $3,400          Lump Sum
  Total                                                           $49,750

   2. In the event of a conflict with the number in the Total and the written amount in 1 above or with
      the number on the Signature Page, the first governance shall be a review of math in this schedule
      of values.
   3. DIXON may alter the distribution of compensation consistent with services actually rendered
      between individual phases of Basic and RPR Service with unused fees calculated by any method.
      Reallocation of fees shall not result in a total fee in excess of the total compensation amount unless
      approved by the Owner.




Agreement                               Owner: City of Muskegon                                Page 13 of 20
Exhibits: A, C, GP, IR                   Contract No: 22-61-06-03
                            EXHIBIT C ATTACHMENT C-2: Agreement Between
                                                      Owner and DIXON
STANDARD HOURLY RATE AND REIMBURSABLE EXPENSE SCHEDULE



Labor Class                                           Per Hour          Overtime Rate
Principal                                             $265.00
Project Manager                                       $160.00              $240.00
Engineer                                              $165.00              $248.00
CWI Welding RPR                                   $160.00-$175.00      $240.00-$263.00
DIXON Level 3 or NACE Certified Level 3 RPR       $110.00-$145.00      $165.00-$217.00
DIXON Level 2 or NACE Level 2 RPR                 $100.00-$125.00      $150.00-$188.00
DIXON Level 1 or NACE Level 1 RPR                  $90.00-$109.00      $135.00-$164.00
Contract Support Staff                            $115.00-$140.00      $173.00-$210.00




Expenses                                            Metropolitan          Out-State
Mileage                                           $0.75/mile + tolls      $0.65/mile
Lodging                                           $148.00 per diem     $138.00 per diem
Meals                                             $48.00 per diem      $41.00 per diem

              FEES EFFECTIVE THROUGH: December 31, 2021 (Revised: 8/6/2020)




Agreement                           Owner: City of Muskegon                     Page 14 of 20
Exhibits: A, C, GP, IR               Contract No: 22-61-06-03
                                           EXHIBIT GP: Agreement Between
                                                       Owner and DIXON
GENERAL PROVISIONS AND RELATED CONDITIONS FROM AGREEMENT OR
EXHIBITS

GP1.00 Time for Completion:
  A. If there is a change in the Scope of Services, or in Scope of Project, if Projects are delayed or
       suspended through no fault of DIXON, if the orderly and continuous progress of DIXON’s
       services is impaired, if the agreed periods of time or dates are changed, then the time for
       completion of DIXON’s services, and the rates and amounts of DIXON’s compensation, shall be
       adjusted equitably. Delay of Projects by Owner or Contractor until the next season (past the
       expiration date of EXHIBIT C ATTATCHMENT 1 and 2), is considered a Change in Scope of
       Services and the rates and amounts of DIXON’s compensation shall be adjusted equitably in
       accordance with the succeeding year’s EXHIBIT C ATTATCHMENT 1 and 2.
  B. Owner shall give prompt written notice to DIXON whenever Owner observes or otherwise becomes
       aware of any development that affects the scope or time of performance of DIXON’s services; the
       presence at the Site of any Constituents of Concern; or any relevant, material defect or
       nonconformance in: (a) DIXON’s services, (b) the Work, (c) the performance of any Contractor, or
       (d) Owner’s performance of its responsibilities under this Agreement.
  C. Owner shall make decisions and carry out its other responsibilities in a timely manner so as not to
       delay DIXON’s performance of its services.
  D. If DIXON fails, through its own fault, to complete the performance required in this Agreement
       within the time set forth, as duly adjusted, then Owner shall be entitled, as its sole remedy, to the
       recovery of direct damages, if any, resulting from such failure.

GP1.01 Opinions of Probable Construction Cost:
  A. DIXON’s opinions (if any) of probable Construction Cost are to be made on the basis of DIXON’s
      experience, qualifications, and general familiarity with the construction industry. However,
      because DIXON has no control over the cost of labor, materials, equipment, or services furnished
      by others, or over contractors’ methods of determining prices, or over competitive Bidding or
      market conditions, DIXON cannot and does not guarantee that proposals, Bids, or actual
      Construction Cost will not vary from opinions of probable Construction Cost prepared by DIXON.

GP1.02 Standards of Performance and Compliance with Laws and Regulations:
  A. Standard of Care: The Standard of Care for all services performed or furnished by DIXON under
      this Agreement will be the care and skill ordinarily used by members of this subject profession
      practicing under similar circumstances at the same time and in the same locality.
  B. Technical accuracy: Owner shall not be responsible for discovering deficiencies in the technical
      accuracy of DIXON’s services. DIXON shall correct deficiencies in technical accuracy without
      additional compensation, unless such corrective action is directly attributable to deficiencies in
      Owner-furnished information.
  C. Reliance on Others: Subject to the Standard of Care set forth above in Paragraph GP1.02. A,
      DIXON and its Consultants may use or rely upon design elements and information ordinarily or
      customarily furnished by others, including, but not limited to, specialty contractors, manufacturers,
      suppliers and the publishers or technical standards.
  D. DIXON will make visits to the Site at intervals appropriate to the various stages of construction as
      DIXON deems necessary in order to observe, as an experienced and qualified design professional,
      the progress that has been made and the quality of the various aspects of Contractor’s executed
      Work. Based on information obtained during such visits and observations, DIXON, for the benefit
      of Owner, will determine, in general, if the Work is proceeding in accordance with the Contract
      Documents.


Agreement                               Owner: City of Muskegon                               Page 15 of 20
Exhibits: A, C, GP, IR                   Contract No: 22-61-06-03
    E. DIXON shall not at any time supervise, direct, control, or have authority over any Constructor’s
       work, nor shall DIXON have authority over or be responsible for the means, methods, techniques,
       sequences, or procedures of construction selected or used by any Constructor or the safety
       precautions and programs incident thereto, for security or safety at the Project site, nor for any
       failure of a Constructor’s furnishing and performing of its work. DIXON shall not be responsible
       for the acts or omissions of any Constructor or for Constructor’s compliance with Laws and
       Regulations.
    F. DIXON makes no warranties, express or implied, under this Agreement or otherwise, in
       connection with any services performed or furnished by Contractor.
    G. DIXON shall not be responsible for any decisions made regarding the construction Contract
       requirements, or any application, interpretation, clarification, or modification of the construction
       Contract documents other than those made by DIXON or its consultants.
    H. DIXON’s Services and Additional Services do not include: (1) serving as a “municipal advisor”
       for purposes of the registration requirements of the Section 975 of the Dodd-Frank Wall Street
       Reform and the Consumer Protection Act (2010) or the municipal advisor registration rules issued
       by the Securities and Exchange Commission; (2) advising Owner, or any municipal entity or other
       person or entity regarding municipal financial products or the issuance of municipal securities,
       including advice with respect to the structure, timing, terms, or other similar matters concerning
       such products or issuances; (3) providing surety bonding or insurance-related advice,
       recommendations, counseling, or research, or enforcement of construction insurance or surety
       bonding requirements, or (4) providing legal advice or representation.

GP1.03 Use of Documents:
  A. All Documents are instruments of service, and DIXON shall retain an ownership and property
      interest therein (including the copyright and the right of reuse at the discretion of DIXON) whether
      the Project is completed or not. NOTE: A delayed project may require revisions of the Bid
      and/or Contract Documents.
      1. Owner may make and retain copies of Documents for information and reference in connection
          with the use of the Documents on the Project. DIXON grants Owner a limited license to use
          the Documents on the Project. Owner shall not use, reuse, or modify the Documents without
          written verification, completion, or adaptation by DIXON. The limited license to Owner shall
          not create any rights in third parties.
GP1.04 Suspension and Termination:
   A. Suspension:
        1. By Owner: Owner may suspend the Project for up to 90 days upon seven days written notice
            to DIXON.
        2. By DIXON: DIXON may, after giving seven days written notice to Owner, suspend services
            under this Agreement if Owner has failed to pay DIXON for invoiced services and expenses,
            or in response to the presence of Constituents of Concern at the Site.
   B. Termination: The obligation to provide further services under this Agreement may be terminated.
        1. For cause, by either party upon 30 days written notice in the event of substantial failure by the
            other party to perform in accordance with the terms hereof through no fault of the terminating
            party.
        2. By DIXON:
            a. Upon seven days written notice if Owner demands that DIXON furnish or perform
                 services contrary to DIXON’s responsibilities as a licensed professional; or if services for
                 the Project are delayed or suspended for more than 90 days for reasons beyond DIXON’s
                 control, or as the result of the presence at the Site of undisclosed Constituents of Concern.
            b. DIXON shall have no liability to Owner on account of either such termination. This
                 Agreement will not terminate; however, if the party receiving such notice begins, within
                 seven days of receipt of such notice, to correct its substantial failure to perform and
                 proceeds diligently to cure such failure within no more than 30 days of receipt thereof.
Agreement                                  Owner: City of Muskegon                                Page 16 of 20
Exhibits: A, C, GP, IR                      Contract No: 22-61-06-03
       3. For convenience, by Owner effective upon DIXON’s receipt of notice from Owner.
    C. Effective Date of Termination: The terminating party under Paragraph GP 1.04 may set the
       effective date of termination at a time up to 30 days later than otherwise provided to allow DIXON
       to demobilize personnel and equipment from the Site, to complete tasks whose value would
       otherwise be lost, to prepare notes as to the status of completed and uncompleted tasks, and to
       assemble Project materials in orderly files.
    D. Payments Upon Termination:
       1. In the event of termination by Owner or by DIXON for cause, DIXON shall be entitled, to
           invoice Owner and receive payment of a reasonable amount for services and expenses directly
           attributable to termination, both before and after the effective date of termination, such as
           reassignment of personnel, and other related close-out costs, using methods and rates for
           Additional Services as set forth in EXHIBIT C.
       2. The scheduled time period between Contract Award and the physical start of Construction, or
           if Construction is postponed for the off season (winter), shall not be considered a
           “suspension.”

GP1.05 Controlling Law and Compliance with Laws and Regulations:
  A. This Agreement is to be governed by the Laws and Regulations of the state in which the Project is
      located. DIXON and Owner shall comply with state Laws and Regulations of state of Project.
  B. DIXON shall comply with any and all instructions of Owner, and all requirements of Contractor’s
      or Owner’s safety program that are applicable to DIXON’s performance of services under this
      Agreement and that Owner provides to DIXON in writing, prior to the Effective Date; subject to
      the Standard of Care set forth in Paragraph GP1.02.A above, and to the extent compliance is not
      inconsistent with professional practice requirements.
  C. The following may be the basis for modifications to Owner’s responsibilities or to DIXON’s scope
      of services, times of performance, or compensation:
      1. Changes after the Effective Date to Laws and Regulations;
      2. The receipt by DIXON; or changes after the Effective Date of Owner-provided written
          policies and procedures;
  D. The General Conditions for any construction contract documents prepared hereunder are to be
      EJCDC C-700-18 “Standard General Conditions of the Construction Contract” (2018 Edition),
      prepared by the Engineer’s Joint Contract Documents Committee, and as modified by DIXON
      unless expressly indicated otherwise. If Owner supplied General Conditions are used, then DIXON
      supplied Additions shall also be used to the extent they do not conflict with Owner’s.

GP1.06 Dispute Resolution
  A. Owner and DIXON agree to negotiate all disputes between them in good faith for a period of 30
      days from the date of notice prior to invoking nonbinding mediation or exercising their rights at
      law.
  B. If negotiations fail then Owner and DIXON shall proceed to nonbinding mediation before a panel
      of three, one panel member selected by each party, and one mutually agreeable person. The only
      requirements are that neither party have any financial or relational control over any panel member.
      DIXON will select, based on expertise in the area of dispute. (DIXON pays fees for their panel
      member, Owner pays fees of their member and third member’s fees are to be paid as direct by the
      panel, even if their final dispute resolution is not accepted).
  C. After one trial mediation, unless an additional attempt is accepted by both parties either party may
      exercise their rights at law.

GP1.07 Environmental Condition of Site:
  A. Owner represents to DIXON that as of the Effective Date to the best of Owner’s knowledge, that
      there are no Constituents of Concern, other than those disclosed in writing to DIXON, exist at or
      adjacent to the Site.

Agreement                              Owner: City of Muskegon                            Page 17 of 20
Exhibits: A, C, GP, IR                  Contract No: 22-61-06-03
   B. Constituents of Concern in the Coating Industry- DIXON and Owner acknowledge that the coating
      industry may generate hazardous waste or Constituents of Concern (C of C) when removing old
      coatings, C of C may be existing in soils from coating removal in the past, and some gasket
      materials contained asbestos. Old coatings may contain heavy metals such as lead, chrome, and
      cadmium. Hazardous solvents may be present in new coatings, thinners, or used in the cleaning of
      equipment. These materials may be C of C but are considered Known C of C.
   C. If DIXON Encounters or learns of an undisclosed Constituents of Concern at the Site, then
      DIXON shall notify Owner. State and Federal notifications, if required, are the responsibility of
      the Owner.
   D. Owner acknowledges that DIXON is performing professional services for Owner and that DIXON
      is not and shall not be required to become an “owner,” “arranger,” “operator,” “generator,” or
      “transporter” of hazardous substances, as determined in the Comprehensive Environmental
      Response, Compensation and Liability Act (CERCLA), as amended, which are or may be
      encountered at or near the Site in connection with DIXON’s activities under this Agreement




Agreement                            Owner: City of Muskegon                            Page 18 of 20
Exhibits: A, C, GP, IR                Contract No: 22-61-06-03
                                            EXHIBIT IR: Agreement Between
                                                        Owner and DIXON
INSURANCE REQUIREMENTS AND LIABILITY CONCERNS

The Agreement is supplemented to include the following agreement of the parties:
IR1.00 Insurance:
  A. The limits of liability for the insurance required on this project are as follows:
  B. By DIXON:
                 1. Workers’ Compensation:                                                   Statutory
                 2. Employer’s Liability --
                     1) Bodily injury, each accident:                                        $1,000,000
                     2) Bodily injury by disease, each employee:                             $1,000,000
                     3) Bodily injury/disease, aggregate:                                    $1,000,000
                 3. General Liability --
                     1) Each Occurrence (Bodily Injury and Property Damage)                  $1,000,000
                     2) General Aggregate                                                    $2,000,000
                 4. Excess or Umbrella Liability
                     1) Per Occurrence:                                                      $5,000,000
                     2) General Aggregate:                                                   $5,000,000
                 5. Automobile Liability
                     1) Combined Single Limit (Bodily Injury and Property Damage): $1,000,000
                 6. Professional Liability –
                     1) Each Claim Made                                                      $2,000,000
                     2) Annual Aggregate                                                     $2,000,000
   C. Additional Insured’s: The following individuals or entities are to be listed on DIXON’s general
       liability policies of insurance as additional insured’s: Owner and other parties requested by Owner
       Electronic Data Transmittal Protocol within reason.
   D. Owner shall require Contractor to purchase and maintain policies of insurance covering workers'
       compensation, general liability, motor vehicle damage and injuries, and other insurance necessary to
       protect Owner's and DIXON's interests in the Project. Owner shall also require Contractor to cause
       DIXON and its Consultants to be listed as additional insureds with respect to such liability insurance
       purchased and maintained by Contractor for the Project.
   E. DIXON shall deliver to the Owner certificates of insurance evidencing the coverages. Such
       certificates shall be furnished prior to commencement of DIXON’s services and at renewals
       thereafter during the life of the Agreement.
   F. All policies of property insurance relating to the Project, including but not limited to any builder’s
       risk policy, shall allow for waiver of subrogation rights and contain provisions to the effect that in
       the event of payment of any loss or damage the insurers will have no rights of recovery against any
       insured thereunder or against DIXON or its Consultants. Owner and DIXON waive all rights against
       each other, Contractor, the Consultants, and the respective officers, directors, members, partners,
       employees, agents, consultants, and subcontractors of each and any of them, for all losses and
       damages caused by, arising out of, or resulting from any of the perils or causes of loss covered by
       any builder’s risk policy and any other property insurance relating to the Project. Owner shall take
       appropriate measures in other Project-related contracts to secure waivers of rights.
   G. All policies of insurance shall contain a provision or endorsement that the coverage afforded will not
       be canceled or reduced in limits by endorsement, and that renewal will not be refused, until at least
       10 days prior written notice has been given to the primary insured. Upon receipt of such notice, the
       receiving party shall promptly forward a copy of the notice to the other party to this Agreement.
   H. At any time, Owner may request that DIXON or its Consultants, at Owner’s sole expense, provide
       additional insurance coverage, increased limits, or revised deductibles that are more protective than
       those specified in EXHIBIT IR. If so, requested by Owner, and if commercially available, DIXON

Agreement                               Owner: City of Muskegon                               Page 19 of 20
Exhibits: A, C, GP, IR                   Contract No: 22-61-06-03
         shall obtain and shall require its Consultants to obtain such additional insurance coverage, different
         limits, or revised deductibles for such periods of time as requested by Owner, and EXHIBIT IR will
         be supplemented to incorporate this requirement.
    I.   Definitions:
         1. Owner and Party 1 is Owner and Owner’s officers, directors, membership, partners, agents,
             employees, consultants, or others retained by or under contract to the Owner with respect to
             this Agreement or to the Project.
         2. DIXON and Party 2 is DIXON and/or DIXON’s officers, directors, members, partners, agents,
             employees, consultants, subcontractors, or others under contract to DIXON relative to this
             Project or Agreement.

IR1.01 Limitation of Liability:
   A. DIXON’s Liability Limited to Amount of Insurance Proceeds: DIXON shall procure and maintain
       insurance as required by and set forth in EXHIBIT IR to this Agreement. Notwithstanding any
       other provision of this Agreement, and to the fullest extent permitted by Laws and Regulations, the
       total liability, in the aggregate, of DIXON and Party 2 to Owner and anyone claiming by, though,
       or under Owner shall not exceed the total insurance proceeds paid on behalf of or to DIXON by
       DIXON’s insurers in settlement or satisfaction of Owner’s Claims under the terms and conditions
       of DIXON’s insurance policies applicable thereto (excluding fees, costs and expenses of
       investigation, claims adjustment, defense, and appeal), up to the amount of insurance required
       under this Agreement
IR1.02 Exclusion of Special, Incidental, Indirect, and Consequential Damages:
   A. To the fullest extent permitted by Laws and Regulations, and notwithstanding any other provision
       in the Agreement. DIXON and Party 2 shall not be liable for special, incidental, indirect, or
       consequential damages arising out of, or related to this Agreement or the Project, from any cause
       or causes, including but not limited to: damage to water supply or reduction in fire protection.

IR1.03 Percentage Share of Negligence:
   A. To the fullest extent permitted by Laws and Regulations, a party’s total liability to the other party
       and anyone claiming under the other party for damages caused in part by the negligence of the
       party and in part by the negligence of the other party or any other negligent entity or individual,
       shall not exceed the percentage share that the party’s negligence bears to the total negligence of
       Owner, Engineer, and all other negligent entities and individuals.




Agreement                                Owner: City of Muskegon                               Page 20 of 20
Exhibits: A, C, GP, IR                    Contract No: 22-61-06-03
                     Agenda Item Review Form
                      Muskegon City Commission
Commission Meeting Date: 01/12/2021                   Title: As-Needed Forestry Services

Submitted By: Leo Evans                               Department: Public Works

Brief Summary: Authorize the award of the As-Needed Forestry Services to CHOP Tree Service in
the not to exceed amount of $50,000.

Detailed Summary:
Staff solicited bids for as-needed forestry services. The bid was posted publicly on our website and
hosted elsewhere along with bid packets being mailed to several area tree firms. Only one bid was
received at the designated time with a second bid received late and rejected.

The Bid Sheet for CHOP is included in the attachment. The bid sheet was reviewed and found to be a
reasonable bid and is recommended for approval by staff. The bid received late that was rejected was
higher than the accepted bid.

This project was included in the most recent 20-21 budget reforecast.

Amount Requested: $50,000.00                         Amount Budgeted: $50,000.00

Fund(s) or Account(s): 101-70771-5346                Fund(s) or Account(s): 101-70771-5346

Recommended Motion:
Approve the award of the as-needed forestry services contract to CHOP Tree Service for the not to
exceed amount of $50,000.00.

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:      1/12/2021                Title: Police Cruiser Replacement

Submitted By:     Joe Buckingham                       Department: Equipment

Brief Summary:

The Equipment Division is requesting permission to purchase three Chevy Tahoe’s from Berger
Chevrolet the State Mi-Deal contract holder. The price of this vehicle is $38,836.00 each for a total
price of $116,508.00 coming from the Equipment budget.




Detailed Summary:



Amount Requested: $116,508.00                         Amount Budgeted: $120,000.00

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

Recommended Motion:        Authorize staff to move forward with purchase.




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: January 12, 2021               Title: PILOT – Village at Jackson Hill

Submitted By: Mike Franzak                              Department: Planning

Brief Summary: Request to amend the PILOT at the Village of Jackson Hill, by General Capital.

Detailed Summary:
General Capital (“GCG”) is under contract to purchase the Village at Jackson Hill, a 40-unit senior tax
credit apartment complex constructed about 15 years ago at 557 McLaren Avenue. GCG intends to
apply to MSHDA for 9% tax credits to rehabilitate the project. In order for the project receive a high
enough score to be competitive to receive an allocation of credits, they are asking that the City consider
adopting a new PILOT for the program. The existing 4% PILOT terminates in 2027 and MSHDA
requires a PILOT with a longer term to receive the PILOT points.

If successful in receiving a tax credit award, GCG intends to rehabilitate the project. They anticipate
spending approximately $48,000 per unit in hard construction costs. The rehabilitation will include
creating visitable and truly handicap accessible units. In addition, if successful in receiving an award of
the credits the Area Median Income (“AMI”) unit mix of the project will expand. Currently, the project
has 2 60% AMI units 18 45% AMI units and 20 40% AMI units. With a new tax credit award, the unit
AMI mix will shift to 5 units at 30% AMI, 5 units at 40% AMI, 1 unit at 50% AMI, 16 units at 40% AMI
and 13 units at 80% AMI.

With the change in unit mix the gross potential rental revenue at the project will increase from
approximately $260,000 to $330,000. This increase will happen over time, as the current tenants will not
be displaced. Rents will increase in the same manner they have in the past. As new tenants take
occupancy, the rents will increase to the new AMI limits.

The current owners are paying a 4% PILOT and it expires in 2027. GCG is requesting to extend the
PILOT 25 years (until 2046) and is willing to adjust the PILOT payments to include a municipal services
fee.

In addition, it also appears that a corner of one of the buildings encroaches onto City ROW. The applicant
is seeking an encroachment easement that will help with any liability with the building location.


Amount Requested:                                     Amount Budgeted:

Fund(s) or Account(s):                                Fund(s) or Account(s):
Recommended Motion: To approve the amended PILOT, including the Municipal Services
Agreement. Also, to approve the encroachment easement.

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


For City Clerk Use Only:
Commission Action:
                          MUNICIPAL SERVICES AGREEMENT

       THIS MUNICIPAL SERVICES AGREEMENT (“Agreement”) is entered into on this
___ day of January, 2019 between GENCAP VILLAGE at JACKSON HILL LIMITED
DIVIDEND HOUSING ASSOCIATION, LLC, a Wisconsin limited liability company, with an
office at 6938 N Santa Monica Blvd, Fox Point, WI 53217, and its successors and/or assigns (the
“Developer”) and the CITY OF MUSKEGON, 933 Terrace Street, Muskegon, MI 49440 (the
“City”) is made pursuant to the following terms:

                                    RECITALS

      A.        Developer has acquired an option to purchase a site in the City of Muskegon known
as 1021 Jefferson Street Apartments for the construction of a proposed low-income housing project
(the “Project”).

       B.       The parties recognize that due to the high concentration of persons residing
at the Project that the City will be providing a higher level and greater amount of Municipal
Services (as defined in this Agreement) to the Project.

      C.       The City, through its Police and Fire Departments and otherwise, provides
Municipal Services within the City. The Project will have special needs for these types of
Municipal Services and Developer acknowledges that such needs may be greater than
typically situated residential developments.

      D.        The Developer desires to guarantee that certain Municipal Services will be provided
to the Project during the term that the Payment in Lieu of Tax (hereinafter referred to as the
“Contract for Housing Exemption”) Ordinance for this Project is in place, such Municipal Services
to include, but not be limited to:

      1.       Emergency services, including police and fire services specifically administered
      through the City, and, on public streets and sidewalks, maintenance, repair, snow removal,
      and street lighting; also to include other matters as the City deems necessary;

      2.      Other miscellaneous services as may, from time to time, be mutually agreed to for
      the benefit of the Project;

      3.       Said municipal services shall be provided in the customary way and in accordance
      with all laws, rules and regulations of the United States of America, State of Michigan,
      County of Muskegon and City of Muskegon or other applicable jurisdictions or bodies.

               (All of the above collectively referred to as “Municipal Services”)

      4.      Nothing in this Agreement shall be deemed to waive any defense to claims based
      on sovereign or governmental immunity.
                                    AGREEMENT

       The parties agree as follows:

        1.      Provision of Services. The City will provide the Municipal Services.

         2.     Payment. The Developer shall pay a service charge on or before July 1, of each
year during the time the CONTRACT FOR HOUSING EXEMPTION is in effect. (“Municipal
Services Fee”). The Municipal Service Fee shall be two (2%) percent of gross rent potential
annually starting during the calendar year that a unit in the Project is placed in service. The first
year shall be pro-rated based on that portion of the City’s fiscal year (July 1 – June 30) that any
unit is ready to be placed in service.

        3.      Term. Payment for Municipal Services shall commence during the calendar year
the CONTRACT FOR HOUSING EXEMPTION Ordinance becomes effective and continue for
as long as the CONTRACT FOR HOUSING EXEMPTION is in effect.

        4.     Audit. Developer shall submit, upon request, a copy of the annual audit of the
Project prepared by independent CPA’s along with the payment of the service charge.

       5.     Exclusive Benefit. The obligations of the Developer hereunder are imposed
solely and exclusively for the benefit of the City and no other person or entity shall have the
standing to enforce such obligations or be deemed to be beneficiaries of such obligations.

       6.      Remedies. The Developer agrees that if it does not perform its obligations under
this Agreement the City is entitled to pursue any and all remedies legal or equitable that it is entitled
to under Michigan law. The Developer agrees to be liable for all costs of collection including
reasonable attorney's fees and costs incurred by the City in the enforcement of the terms of this
Agreement.

        7.      Assignment. Upon the written consent of the City, the Developer may transfer or
assign its rights and obligations under this Agreement to a buyer (“Transferee”) of the Project.
The Transferee must agree to assume the Developer’s obligations under this Agreement and the
Development Agreement which has been executed by the Developer with the City. Upon
assignment and assumption of this Agreement by the Transferee (or an affiliate, as provided
below), the Developer shall be relieved of any further liabilities or obligations accruing under this
Agreement or the Development Agreement. Notwithstanding the foregoing, the Developer may
assign this Agreement, without the written consent of the City, to an affiliate of Developer
(provided that such affiliate agrees to assume the Developer's obligations hereunder and provided
that the Developer and assignee give prior notice of the assignment to the City with evidence that
the assignee has agreed to assume the obligations of the Developer).
        8.      Severability. If any term or condition of this Agreement is found to be void,
invalid, or unenforceable, the validity or enforceability of the remaining terms and conditions shall
not be affected or impaired and will continue in full force and effect.

        9.      Notices. All notices under this Agreement must be in writing and sent to the
respective parties as follows:

       If to Developer:

       GENCAP VILLAGE AT JACKSON HILL LIMITED DIVIDEND HOUSING
       ASSOCIATION, LLC
       Attn: Joshua Hafron
       6938 N. Santa Monica Blvd.
       Fox Point, WI 53217

       with a copy to:

       David Weiss
       6938 N. Santa Monica Blvd.
       Fox Point, WI 53217

       If to the City:

       City of Muskegon
       Attn: City Manager
       933 Terrace Street
       Muskegon, MI 49440

       Every notice must be in writing and sent by one of the following methods:

       a.     Personal delivery, in which case delivery shall be deemed to occur the day of the
       delivery;

       b.       Certified or registered mail, postage prepaid, return receipt requested, in which case
       delivery shall be deemed to occur the day it is officially recorded by the U.S. Postal Service
       that is has delivered it to the intended recipient; or

       c.      Next day delivery by a recognized private delivery service such as Federal Express,
       providing proof of mailing and delivery comparable to certified or registered mail, return
       receipt requested, in which case delivery shall be deemed to occur upon delivery as
       recorded by the delivery service.

       Either party may change the address provided in this paragraph for itself or its attorney by
       providing notice of such change to the other party as required in this paragraph.
        10.     No Waiver. No delay, omission, or failure of the City to act under this Agreement
or to insist upon strict compliance with any term and condition of this Agreement, and no custom
or practice of the parties at variance with the terms and conditions of this Agreement shall
constitute a wavier of City’s right to demand exact compliance with this Agreement. No waiver
of any right or remedy of City shall be construed as a bar to or a waiver of any such right or
remedy on any future occasion.

        11.    Headings. The headings in this Agreement have only been inserted for
convenience and shall not affect the meaning or interpretation of this Agreement. No heading
shall have any legal significance of any nature whatsoever.

       12.     Binding Effect. This Agreement shall be binding on the parties, their heirs,
successors, and assigns.

       13.      Amendments. There shall be no modification or amendments to this Agreement,
including this section, unless they are in writing and signed by all of the parties to this Agreement.

        14.    Governing Law. This Agreement has been executed in the State of Michigan, and
shall be governed by Michigan law.

        15.     Complete Agreement. This Agreement contains the entire agreement between
the parties and supersedes all prior oral or written representations, negotiations and agreement on
the subject matter stated herein.



                                     {Signatures on next page}
      Municipal Services Agreement
      Signature Page



       IN WITNESS WHEREOF, this Municipal Services Agreement is executed as of the day and year
first written above.


                                                City of Muskegon



         Dated: January ___, 2019               By:_______________________
                                                Steve Gawron, Mayor


         Dated: January ___, 2019               By: ______________________
                                                Ann Meisch, City Clerk

                                                GENCAP VILLAGE AT JACKSON HILL
                                                LIMITED DIVIDEND HOUSING
                                                ASSOCIATION, LLC, a Michigan limited
                                                liability company

         Dated: January ___, 2019               By: GenCap Village at Jackson Hill MM, LLC, a
                                                Wisconsin limited liability company, its Sole
                                                Member

                                                By: General Capital Group, Inc, a Wisconsin
                                                corporation, its Manager


                                                By: _____________________
                                                David Weiss, CEO
                               CITY OF MUSKEGON
                                    2020-____
                         CONTRACT FOR HOUSING EXEMPTION

       This First Amended and Restated Agreement between GENCAP VILLAGE AT
JACKSON HILL LIMITED DIVIDEND HOUSING ASSOCIATION, LLC, a Michigan
limited liability company (the “Developer”) and CITY OF MUSKEGON, 933 Terrace Street,
Muskegon, Michigan (the “City”) is made pursuant to the following terms:

                                            RECITALS

        A.      The City has adopted Chapter 82, Article II “Taxation” of the City Code of
Ordinances, providing for tax exemption (the “Ordinance”); and provide for a service charge in
lieu of taxes for a housing project for Low Income Persons and Families to be financed with a
Federally-Aided Mortgage Loan or an advance or grant from the Authority pursuant to the
provisions of the State Housing Development Authority Act of 1966 (1966 PA 346, as amended;
MCL 125.1401, et. seq.)(the”Act”);

        B.      It is acknowledged that it is a proper public purpose of the State of Michigan and
its political subdivisions to provide housing for its low income persons and families and to
encourage the development of such housing by providing for a service charge in lieu of property
taxes in accordance with the Act. The City is authorized by this Act to establish or charge the
service charge to be paid in lieu of taxes by any or all classes of housing exempt from taxation
under this Act at any amount it chooses, not to exceed the taxes that would be paid but for this Act.
It is further acknowledged that such housing for low income persons and families is a public
necessity, and as the City will be benefited and improved by such housing, the encouragement of
the same by providing real estate tax exemption for such housing is a valid public purpose. It is
further acknowledged that the continuance of the provisions of this Ordinance for tax exemption
and the service charge in lieu of all ad valorem taxes during the period contemplated in this
Ordinance are essential to the determination of economic feasibility of the housing projects that is
constructed with financing extended in reliance on such tax exemption;

                The City acknowledges that the Sponsor (as defined below) has offered, subject to
receipt of an allocation of Low Income Housing Tax Credits and/or receipt of a Mortgage Loan
from the Michigan State Housing Development Authority, to construct/acquire and rehabilitate,
own and operate a housing project identified as the Village at Jackson Hill Apartments on certain
property located at 557 McLaren in Muskegon (the “Project”) to serve Low Income Persons and
Families, and that the Sponsor has offered to pay the City on account of this housing project an
annual service charge for public services in lieu of all ad valorem property taxes;

       C.     Developer has acquired an option to purchase a site in the City of Muskegon 557
McLaren for the rehabiliatation of a proposed low-income housing project for Low Income
Persons and Families;

      D.      Developer and an affiliate of Developer, to be formed, have or will enter into an
agreement to form a limited dividend housing association limited liability company to function as
owner of the proposed low-income housing Project. The owning entity to be formed will be
identified as GenCap Village at Jackson Hill Limited Dividend Housing Association, LLC;

        E.     The City encourages rehabilitation and financing of the said low-income housing
project which is identified by the working name of The Village at Jackson Hill;

       F.      To further enable and encourage the construction of the housing project, Developer
and the City enter into this Agreement; and

      G.      The legal description of the Project is set forth in Exhibit A attached to this
Agreement.

        NOW, THEREFORE, THE PARTIES AGREE AS FOLLOWS AND THE
RECITALS ARE INCORPORATED HEREIN BY REFERENCE:

       1.     Definitions.

              1.1     “Authority” means the Michigan State Housing Development Authority.

              1.2    “Annual Shelter Rents” means the total collections during an agreed annual
       period from or paid on behalf of all occupants of a housing project representing rent or
       occupancy charges, exclusive of Utilities.

              1.3     “Contract Rents” means the total Contract Rents (as defined by the U.S.
       Department of Housing and Urban Development in regulations promulgated pursuant to
       Section 8 of the U.S. Housing Act of 1937, as amended) received in connection with the
       operation of a housing project during an agreed upon annual period, exclusive of Utilities.

             1.4     “Low Income Persons and Families” means persons and families eligible to
       move into a housing project.

               1.5     “Low Income Housing Tax Credits” means credits allocated under Section
       42 of the Internal Revenue code (“LIHTC”).

              1.6     “Mortgage Loan” means a Federally-Aided Mortgage (as defined in Section
       11(c) of the Act) or loan or grant made or to be made by the Authority to the Sponsor for
       the construction and/or permanent financing of the housing project, and secured by a
       mortgage on the housing project.

              1.7     “Sponsor” means General Capital Development, LLC and any entity that
       receives or assumes a Mortgage Loan.

                1.8     “Utilities” means charges for gas, electric, water, sanitary sewer and other
       utilities furnished to the occupants that are paid by the housing project.
        2.      Grant of Exemption. As contemplated and pursuant to Act 346 of the Public Acts
of 1966, as amended, the State Housing Development Authority (the “Act”), the City hereby grants
an exemption from all ad valorem property taxes attributable to the buildings which consist of
rental units offered to eligible Low Income Persons and Families as defined by the Authority.

        3.      Term of Exemption. This exemption shall continue for the period of time the
housing units remain subject to income and rent restrictions pursuant to Section 42 of Internal
Revenue Service Codes of 1986, as amended (IRS Codes), or the Authority Regulatory Agreement
not to exceed 25 years. The City agrees to be contractually bound by this Agreement to honor the
exemption status of the proposed project as provided herein and in this Agreement for the entire
period during which the Project is financed by the Authority or receives low income housing tax
credits under Section 42 of the IRS Codes, provided that the said Mortgage Loan or a loan
originally financed by the low income housing tax credits continues outstanding as more
particularly set forth in Section 82-50(3)of the Ordinance, not to exceed 25 years.

       4.      Responsibilities of the Developer. The Developer agrees to perform the following:

               4.1     The Developer shall pay the service charge and payment in lieu of all ad
       valorem taxes on or before July 1, of each year during the time the exemption is in effect.
       The service charge shall equal two percent (2%) of the rents charged for the total of all
       units in the exempt housing project, whether the units are occupied or not and whether or
       not the rents are paid.

               4.2    The Developer agrees to file all information required by the Ordinance and
       further to meet its obligations to the Authority in connection with the Authority’s
       administration of the low income housing tax credit program.

               4.3    In lieu of the requirement to submit a statement of annual shelter rents
       and/or contract rents within 30 days after December 31, as required by the Ordinance,
       Developer shall submit an annual audit by April 1st. If not timely filed, and 30 days after
       notice to Developer of said delinquency, a penalty of 1.25% of the service charge shall be
       imposed. This penalty shall be collectible in the same manner provided in Section 82-54
       of the Ordinance.

        5.     Interpretation of Financing. The City agrees that the use of low income housing
tax credits constitutes financing of the loan by the Authority in fulfillment of the requirements of
Section 82-50(3) of the Ordinance.

        6.      Contractual Effect of Ordinance. Notwithstanding the provisions of section
15(a)(5) of the Act to the contrary, a contract between the City and the Sponsor with the Authority
as third party beneficiary under the contract, to provide tax exemption and accept payments in lieu
of taxes, as previously described, is effectuated by enactment of this Ordinance

       7.      Payment of Service Charge. The annual service charge in lieu of taxes as
determined under this Ordinance shall be payable in the same manner as general property taxes
are payable to the City and distributed to the several units levying the general property tax in the
same proportion as prevailed with the general property tax in the previous calendar year. The
annual payment for each operating year shall be paid on or before April 1st of the following year.
Collection procedures shall be in accordance with the provisions of the General Property Tax Act
(1893 PA 206, as amended; MCL 211.1, et seq).

        8.     Limitation on the Payment of Annual Service Charge. Notwithstanding Section 3,
the service charge to be paid each year in lieu of taxes for the part of the housing project that is tax
exempt but which is occupied by other than Low Income Persons or Families shall be equal to the
full amount of the taxes which would be paid on that portion of the housing project if the housing
project were not tax exempt.

       9.     Counterparts. This Agreement may be executed in several counterparts and an
executed copy hereof may be relied upon as an original.

        10.     Binding and Benefit. This Agreement shall be binding upon and inure to the benefit
of the parties hereto and their respective heirs, administrators, personal representatives, successors
and assigns.

        11.    Effective Date. The effective date of this Agreement is the date that Developer or
its assignee completes the rehabilitation and receives a temporary or permanent certificate of
occupancy from the City for the Property.

        12.      Severability. The various sections and provisions of this Agreement shall be
deemed to be severable, and should any section or provision of this Agreement be declared by any
court of competent jurisdiction to be unconstitutional or invalid the same shall not affect the
validity of this Agreement as a whole or any section or provision of this Agreement, other than the
section or provision so declared to be unconstitutional or invalid.

        13.     Inconsistent Ordinances. All ordinances or parts of ordinances inconsistent or in
conflict with the provisions of this Agreement are of no effect to the extent of such inconsistency
or conflict.

       14.    Choice of Law; Venue. 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.
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
venue.
        IN WITNESS WHEREOF, the parties have signed this Agreement on the following page,
on the dates indicated.




                                                      City of Muskegon


   Dated: ___________________, 2020                   By: _________________________
                                                      Stephen J. Gawron, Mayor

   Dated: ___________________, 2020                   By: _________________________
                                                      Ann Meisch, Clerk



                                                      GENCAP VILLAGE AT
                                                      JACKSON HILL LIMITED
                                                      DIVIDEND HOUSING
                                                      ASSOCIATION, LLC

                                                      By: GenCap Village at Jackson Hill
                                                      MM, LLC, a Wisconsin limited
                                                      liability company, its Sole Member

   Dated: ___________________, 2020                   By: General Capital Management,
                                                      Inc, a Wisconsin corporation, its
                                                      Manager



                                                      By: _________________________
                                                      David Weiss, CEO
                        ENCROACHMENT EASEMENT


        THIS ENCROACHMENT EASEMENT (the "Agreement") is entered into
this _______ day of ______________, 2020, by and between GenCap Village at
Jackson Hill Limited Dividend Housing Association, LLC, a Michigan limited
liability company ("Owner") and the City of Muskegon ("City").

                                    RECITALS

       A.     Owner is the owner of certain real property in the City of Muskegon,
Michigan more particularly described on Exhibit A attached hereto and made a part
hereof (the "Property").

        B.     A portion of an existing building (the “Building”) on the Property
encroaches on the public right of way (the “Right of Way”) as depicted in the
attached Exhibit B. The encroachment is located over the northern boundary of that
portion of the Property south of Sumner Avenue consisting of vacated McLaren
Street.

      C.      The City desires to grant Owner an easement to allow the Building to
encroach on the Right of Way.

       D.     Owner and City desire to set forth their respective rights and
obligations regarding the easement pursuant to the terms of this Agreement.

                                  AGREEMENTS

       In consideration of the Recitals and mutual agreements which follow, Owner
and City agree as follows:


44573056
       1.      Grant of Easement. Pursuant to the terms and conditions contained in
this Agreement, City hereby grants to Owner an encroachment easement (the
"Encroachment Easement") for the benefit of the Property to permit the
encroachment of the Building into the Right of Way. The Encroachment Easement
shall be located upon that portion of the Right of Way that the Building currently
encroaches on, as shown on Exhibit B (the "Easement Parcel"). The Encroachment
Easement shall remain in effect so long as the Building stands.

      2.     Maintenance. Owner shall be solely responsible for the repair and
maintenance of the Building.

        3.      Default. In the event that either party shall default in the performance
of any of its obligations under the terms of this Agreement, the non-defaulting party
shall forward written notice to the defaulting party outlining such default. The
defaulting party shall cure such default within thirty (30) days after the giving of
such notice, except that the cure period shall be extended for a reasonable time to
cure any default that cannot reasonably be cured within the 30-day period, provided
the defaulting party has commenced to cure within the 30-day period and diligently
pursues a cure at all times thereafter until the default is cured. If the defaulting party
shall fail or refuse to cure such default within the applicable cure period, the non-
defaulting party may attempt to cure the default and shall be reimbursed by the
defaulting party for all reasonable, actual costs incurred in so doing, and the non-
defaulting party can take any action allowed by law or equity to enforce its rights,
including, without limitation, obtaining injunctive relief, which the parties recognize
is an appropriate remedy since monetary damages may not be sufficient. However,
in no case shall any party have the unilateral right to terminate, cancel or otherwise
render null and void any portion of this Agreement. The defaulting party agrees to
pay all reasonable, actual attorneys fees and costs incurred by the non-defaulting
party upon default by the defaulting party, regardless of whether litigation is actually
commenced.

        4.      Indemnification. Owner, agrees to indemnify and defend the City and
its officers, agents, and employees from all liability, suits, actions, claims, costs,
damages, and expenses of every kind and description, including court costs and legal
fees, for claims of any character, including liability and expenses in connection with
the loss of life, personal injury, or damage to property, brought because of any
injuries or damages received or sustained by any person, persons, or property on
account of or arising out of the use of the Easement Parcel by the Owner or its
agents, contractors, subcontractors, invitees, or employees.
       5.     Benefits and Burdens. The easements granted hereunder shall run
with the land and shall be appurtenant to, benefit and be binding upon the owners of
the Property and the Right of Way.

        6.     Severability. Invalidation of any one of the terms hereof by judgment
or court order shall in no way affect any other provisions, which other provisions
shall remain in full force and effect.

      7.     Governing Law. This agreement shall be construed and enforced in
accordance with the internal laws of the State of Michigan.

                         [signatures on the following page]
       IN WITNESS WHEREOF, the parties have executed this Agreement as of
the date first written above.


                           GENCAP VILLAGE AT JACKSON HILL LIMITED
                           DIVIDEND HOUSING ASSOCIATION, LLC


                           BY_________________________________________
                             ITS______________________________________



STATE OF WISCONSIN )
                   ) ss.
COUNTY OF          )

      The foregoing instrument was acknowledged before me this ___ day of
__________, 2020, by _____________, the __________________________________
of GenCap Village at Jackson Hill Limited Dividend Housing Association, LLC, A
Michigan limited liability company, on behalf of said limited liabilioty company.


                                     Name:
                                     Notary Public, State of ______________
                                     My Commission:
                                     CITY OF MUSKEGON

                                     BY
                                       ITS____________________________________




STATE OF MICHIGAN )
                  ) ss.
MUSKEGON COUNTY )

      The foregoing instrument was acknowledged before me this ____ day of
__________, 2020, by ________________, the ____________ of the City of
Muskegon, on behalf of the City.



                                      Name:
                                      Notary Public, State of _____________
                                      My Commission:




This instrument drafted by and after recording return to:

Frank Pitsoulakis
Reinhart Boerner Van Deuren s.c.
1000 North Water Street, Suite 1700
Milwaukee, WI 53202
                                                     EXHIBIT A

                                          Legal Description of the Property


           Land in the City of Muskegon, Muskegon County, MI, described as follows:

           The South 44 feet of Lot 7, all of Lots 8 and 9 and that part of Lot 10 lying West of
           McLaren Street, all in Block 20; also Lot 2 except the Northerly 66 feet and Lot 3 of Block
           21; also the South 108.35 feet of Lot 9, Block 19; also Lot 12 except the North 99 feet of
           the East 132 feet of the said Lot 12, Block 19; also that part of Lot 10, Block 20, lying East
           of McLaren Street, including that portion of vacated McLaren Street adjacent to Lot 10,
           Block 20, all in the Revised Plat of 1903 of the City of Muskegon, according to the plat
           thereof as recorded in Liber 3 of Plats, 71, Muskegon County Records.




44573056
EXHIBIT B
                      Agenda Item Review Form
                       Muskegon City Commission

Commission Meeting Date: 1/12/2021                      Title: Paid Parking Policy

Submitted By: LeighAnn Mikesell                         Department: Development Services

Brief Summary:
Staff are seeking approval of a policy to formalize paid parking within the city.

Detailed Summary:
At the request of the City Manager, the Parking Committee has developed a Paid Parking Policy
based on a review of the implementation, operation, and enforcement of the first summer of paid
parking at our beaches. This policy addresses paid parking at the city owned beaches and
launches and standardizes practices for selling and distributing passes, communicating with the
public, and enforcement. The committee includes representatives from Public Safety, Public
Works, Finance, and Development Services.

Amount Requested: None                                 Amount Budgeted: N/A

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

Recommended Motion: To approve the Paid Parking Policy.

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


For City Clerk Use Only:
Commission Action:
PAID PARKING POLICY
            JANUARY 2021
OVERVIEW:
The City of Muskegon instituted paid parking at all beaches in the summer of 2020 with the goal
to offset intense maintenance costs at these extremely popular parks. Among the parks,
maintenance includes beach and sand grading, pavement repair, trash clean up and removal,
public restroom facilities, playgrounds, boardwalk repair, patrol, equipment costs, snow removal,
and administration. Due to the popularity of the beaches, a large percentage of the overall Parks
Department budget was spent on just five of the city’s 34 parks. Over the years, other city parks
have suffered because funding was inadequate to cover the maintenance, operational, and
capital needs.

The kiosks used to collect payment at the beaches were also installed at the city’s boat launches
to provide a more convenient and accurate process for collecting fees. While the boating season
is typically April through November, and the enforcement of payment at the city’s launches
matches that season, several launch sites and Harbour Towne beach are used heavily by ice
fishers.

The City of Muskegon maintains this policy with the objectives of:
   • increasing revenue for parks and launches,
   • providing for improved amenities at parks and launches citywide,
   • encouraging healthy outdoor activities,
   • enhancing the city’s image
   • enhancing our ability to attract visitors, residents and businesses to our community

BEACH PARKING PASSES AND LAUNCH PERMITS:

General
      All resident and seasonal beach parking passes and seasonal launch permits will be
      stickers which must be affixed to the vehicle’s windshield.
      Beach parking passes can be purchased in person at Treasury, Police Records, and Public
      Works or by calling Treasury.
      Launch permits can be purchased in person at Treasury and Public Works or by calling
      Public Works.
      Kiosk receipts can be traded for stickers at Treasury, Police Records, Public Works and
      participating vendors.

Residents
       If requested between February 1 and April 30, two beach parking passes will be allowed
       per address.
       Requests received after April 30 will result in one beach parking pass per address.
       Residency is proven by property tax database.
Non-residents
      Daily and seasonal rates will be set in the fee schedule.
      Discounted seasonal beach parking passes will be offered to neighboring communities
      who agree to purchase a minimum of 100 passes and share the cost of the discount.
      Muskegon will discount the beach parking pass price by 12.5% if the neighboring
      community further reduces the cost to their residents by another 12.5% resulting in a
      25% discount for the neighbor.

ENFORCEMENT:
The city’s goal is to reach compliance with the policy and ordinance. To that end, the following
steps will be taken.

Beaches (except for Harbour Towne Beach)
   • Kiosks will operate 24 hours per day.
   • Paid parking will be enforced from 9:00 am to 9:00 pm.
   • Signage will indicate payment is required only between the hours of 9:00 am and 9:00
      pm and will indicate the daily and seasonal rates.
   • Enforcement dates are May 15 to September 15.

Launches
   • Kiosks will operate 24 hours per day.
   • Paid parking will be enforced 24 hours per day.
   • Signage will indicate the daily and seasonal rates.
   • Enforcement dates are 365 days per year.
   • Launch permits are valid until April 30 of the year following the calendar year on the
      permit.
   • Launch permits are needed for any vehicle launching a watercraft and serve as parking
      passes for any vehicle at a launch.
   • Beach parking permits can be used between December 15 and April 30 for parking only.
   • Seasonal beach parking passes are valid until April 30 of the year following the calendar
      year on the pass.

Harbour Towne Beach
   • Kiosks will operate 24 hours per day.
   • Paid parking will be enforced from 9:00 am to 9:00 pm.
   • Signage will indicate payment is required only between the hours of 9:00 am and 9:00
      pm and will indicate the daily and seasonal rates.
   • Enforcement dates are 365 days per year.
   • Seasonal beach parking passes are valid until April 30 of the year following the calendar
      year on the pass.
   • Launch permits can be used for vehicles parking between December 15 and April 30.
COMMUNICATION:
To ensure the public understands this policy, city staff will undertake the following
communication measures.

   •   Develop a flyer for posting at local establishments
   •   Post on social media pages multiple times prior to and throughout the summer season
   •   Include flyers in water bills for resident communication
   •   Develop press release for Mlive
   •   Request story on WZZM
   •   Add signage at entrances to beaches and launches
   •   Include instructions with stickers
   •   Post messages on NIXLE
   •   Provide educational warnings to violators at the start of each beach and boating season
                      Agenda Item Review Form
                       Muskegon City Commission

Commission Meeting Date: 1/12/2021                     Title: Changes to the Fee Schedule for Paid
                                                       Parking at Beaches

Submitted By: LeighAnn Mikesell                        Department: Development Services

Brief Summary:
Staff are seeking approval of a change to the fees for parking at city beaches.

Detailed Summary:
 Daily rate Monday through Thursday - $7
 Daily rate Friday through Sunday - $10

Amount Requested: None                               Amount Budgeted: N/A

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

Recommended Motion: To approve the daily rates for paid parking at city owned beaches.

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: January 12, 2021                 Title: Sale – 352 Mason Ave

Submitted By: Frank Peterson                              Department: City Manager

Brief Summary: City staff is seeking authorization to sell the city-owned home at 352 Mason to Ian
McDowell.

Detailed Summary: The city constructed this house as part of the phase two of our infill housing program.
Our contract to construct the home was $197,464. We also anticipated $11,844 in sales commissions. The
accepted purchase price is $189,900, and the incurred sales commissions are $11,394. The City will not
contribute funds toward closing costs.

Amount Requested: None at this time                     Amount Budgeted: $0

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

Recommended Motion: Authorize the City Manager to complete the sale of 352 Mason Ave, as described
in the purchase agreement.

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


For City Clerk Use Only:
Commission Action:
dotloop signature verification: dtlp.us/h8NY-0f8u-Ks1o

                                                         WEST MICHIGAN REGIONAL PURCHASE AGREEMENT
                                                                                                                                                                   #
         DATE:                        01/08/2021                  ,        11:30am          (time)                                      MLS #                 20048082

         SELLING OFFICE:                             ART Realty               BROKER LIC.#:          6505353749          REALTOR® PHONE:                      616-294-2354

         LISTING OFFICE:                     West Urban Realty LLC            REALTOR® PHONE:                       616-874-7085

        1. Effective Date: This Agreement is effective on the date of Seller's acceptance of Buyer's offer or Buyer's acceptance of any
            counteroffer, as the case may be, and this date shall hereafter be referred to as the "Effective Date". Further, any reference to "days"
            in this Agreement refers to calendar days. The first calendar day begins at 12:01 a.m. on the day after the Effective Date. Any reference
            to "time" refers to local time.
         2. Agency Disclosure: The Undersigned Buyer and Seller each acknowledge that they have read and signed the Disclosure Regarding
             Real Estate Agency Relationships. The selling licensee is acting as (check one):
                  Agent/Subagent of Seller            Buyer’s Agent           Dual Agent (with written, informed consent of both Buyer and Seller)
                  Transaction Coordinator
              Primary Selling Agent Name:                             Lisa Wiersma                    Email:            [email protected]            Lic.#:           6506047678

            Alternate Selling Agent Name:                   Ryan Dawson               Email:        [email protected]         Lic.#:
         3. Seller’s Disclosure Statement: (This paragraph applies to sales of one-to-four family residential units.)
                Buyer has received the Seller’s Disclosure Statement, dated            11/13/2020        . Seller certifies to Buyer that the Property
                is currently in the same condition as Seller previously disclosed in that statement. Seller agrees to inform Buyer in writing of any
                changes in the content of the disclosure statement.
                Buyer has not received the Seller’s Disclosure Statement. Buyer may terminate this Agreement, in writing, any time prior to receipt
                of the Seller’s Disclosure Statement. Once Buyer has received the Seller’s Disclosure Statement, Buyer may terminate this
                Agreement, in writing, within 72 hours of receipt if the disclosure was received in person, or within 120 hours if received by
                registered mail. Exceptions:
                Seller is exempt from the requirements of the Seller Disclosure Act.
        4. Lead-Based Paint Addendum: Transactions involving homes built prior to 1978 require a written disclosure which is hereby attached
            and will be an integral part of this Agreement.
        5. Property Description: Buyer offers to buy the property located in the        City    Village Township of                Muskegon          ,
            County of                 Muskegon                 , Michigan, commonly known as (insert mailing address: street/city/state/zip code)
                                                         352 Mason Aveenue                                                            Muskegon                            49441
             with the following legal description and tax parcel ID numbers:
               24 SUBD:CITY OF MUSKEGON REVISED PLAT (OF 1903) SEC/TWN/RNG/MER:SEC 05 TWN 9N RNG 17W CITY OF MUSKEGON REVISED PLAT OF
                                                                    1903 LOT 8 BLK 389

             PP#                                                                     61-24-205-389-0008-00                                                                              .
           The following paragraph applies only if the Premises include unplatted land:
           Seller agrees to grant Buyer at closing the right to make (insert number)                     division(s) under Section 108(2), (3), and
           (4) of the Michigan Land Division Act. (If no number is inserted, the right to make divisions under the sections referenced above stays
           with any remainder of the parent parcel retained by Seller. If a number is inserted, Seller retains all available divisions in excess of the
           number stated; however, Seller and/or REALTOR® do not warrant that the number of divisions stated is actually available.) If this sale
           will create a new division, Seller’s obligations under this Agreement are contingent on Seller’s receipt of municipal approval on or
           before                                  , of the proposed division to create the Premises.
        6. Purchase Price: Buyer offers to buy the Property for the sum of $                 189900
                                                 one hundred eighty-nine thousand nine hundred                                             U.S. Dollars
        7. Seller Concessions, if any:                                                                          NONE


        8. Terms: The Terms of Purchase will be as indicated by “X” below: (Other unmarked terms of purchase do not apply.)
           SOURCE OF FUNDS TO CLOSE: Buyer represents that the funds necessary to close this transaction on the terms specified below
           are currently available to Buyer in cash or an equally liquid equivalent.
             If the Property’s value stated in an appraisal obtained by Buyer or Buyer’s lender is less than the Purchase Price, Buyer shall within
             three (3) days after receipt of the appraisal: 1) renegotiate with the Seller, 2) terminate the transaction, in which case Buyer shall
             receive a refund of Buyer’s Earnest Money Deposit, or 3) proceed to close the transaction at the agreed Purchase Price.
                  CASH. The full Purchase Price upon execution and delivery of Warranty Deed. Buyer Agrees to provide Buyer Agent/Dual Agent
                  verification of funds within five (5) days after the Effective Date, and consents to the disclosure of such information to Seller and/or
                  Seller’s Agent. If verification of funds is not received within 5 days after the Effective Date, Seller may terminate this Agreement
                  at any time before verification of funds is received by giving written notice to Buyer. Any appraisal required by Buyer shall be
                  arranged and paid for by Buyer within ten (10) days after the Effective Date of this Agreement.
                  NEW MORTGAGE. The full Purchase Price upon execution and delivery of Warranty Deed, contingent upon Buyer’s ability to
                  obtain a          Conventional          type        30       (year) mortgage in the amount of       90     % of the Purchase Price
                  bearing interest at a rate not to exceed       best     % per annum (rate at time of loan application), on or before the date the sale is
                  to be closed. Buyer agrees to apply for a mortgage loan, and pay all fees and costs customarily charged by Buyer’s lender to
                  process the application, within           5        days after the Effective Date, not to impair Buyers’ credit after the date such loan if
                  offered.      Seller    Buyer will agree to pay an amount not to exceed $             0.00        representing repairs required as a
                  condition of financing. Buyer         agrees      does not agree to authorize Buyer’s Agent/Dual Agent to obtain information from
         ©Copyright, West Michigan REALTOR® Associations                                                   IM                                         FP
         Page 1 of 6 Rev. Date 2/2020                                                                   01/08/21
                                                                                                                           Buyer’s Initials        01/08/21
                                                                                                                                                                         Seller’s Initials
                                                                                                      10:00 AM HST                               6:45 PM EST
                                                                                                     dotloop verified                           dotloop verified
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                                                                                                               West Michigan Regional Purchase Agreement         Page 2 of 6
                   Buyer’s lender regarding Buyer’s financing, and consents to the disclosure of this information to Seller and/or Seller’s Agent.
                   Exceptions:

                   SELLER FINANCING (check one of the following):                   CONTRACT or                    PURCHASE MONEY MORTGAGE
                   In the case of Seller financing, Buyer agrees to provide Seller with a credit report within 72 hours after the Effective Date. If the
                   credit report is unacceptable to Seller, Seller shall have the right to terminate this offer within 48 hours of Seller’s receipt, or if
                   Buyer fails to provide said credit report to Seller within the time frame allotted, Seller shall have the right to terminate this offer
                   within 48 hours. Seller is advised to seek professional advice regarding the credit report.
                   $                           upon execution and delivery of a
                   form (name or type of form and revision date), a copy of which is attached, wherein the balance of $
                   will be payable in monthly installments of $                           or more including interest at                     % per annum,
                   interest to start on date of closing, and first payment to become due thirty (30) days after date of closing. The entire unpaid balance
                   will become due and payable                           months after closing. Any appraisal required by Buyer shall be arranged and
                   paid for by Buyer within ten (10) days after the Effective Date of this Agreement. Exceptions:


                   EQUITY (check one of the following):        Formal Assumption or        Informal Assumption
                   Upon execution and delivery of:       Warranty Deed subject to existing mortgage OR             Assignment of Vendee Interest
                   in Land Contract, Buyer to pay the difference (approximately $                             ) between the Purchase Price above
                   provided and the unpaid balance (approximately $                             ) upon said mortgage or land contract, which Buyer
                   agrees to assume and pay. Buyer agrees to reimburse Seller for accumulated funds held in escrow, if any, for payment of future
                   taxes and insurance premiums, etc. Any appraisal required by Buyer shall be arranged and paid for by Buyer within ten
                   (10) days after the Effective Date of this Agreement. Exceptions:

                   OTHER:


         9. Contingencies: Buyer’s obligation to consummate this transaction (check one):
                   IS NOT CONTINGENT - is not contingent upon the sale or exchange of any other property by Buyer.
                   IS CONTINGENT UPON CLOSING - is contingent upon closing of an existing sale or exchange of Buyer’s property located at:

                   A copy of Buyer’s agreement to sell or exchange that property is being delivered to Seller along with this offer. If the existing sale
                   or exchange terminates for any reason, Buyer will immediately notify Seller, and either party may terminate this Agreement in
                   writing, within 3 days of Buyer’s notice to Seller. If either party terminates, Buyer shall receive a refund of any applicable Earnest
                   Money Deposit.
                   IS CONTINGENT UPON THE SALE AND CLOSING - is contingent upon the execution of a binding agreement and the closing
                   of a sale or exchange of Buyer’s property located at
                                                         on or before                                      . Seller will have the right to continue to
                   market Seller’s Property until Buyer enters into a binding agreement to sell or exchange Buyer’s property and delivers a copy
                   thereof to Seller. During such marketing period, Seller may enter into a binding contract for sale to another purchaser on such
                   price and terms as the Seller deems appropriate. In such event, this Agreement will automatically terminate, Buyer will be notified
                   promptly, and Buyer’s Earnest Money Deposit will be refunded. Exceptions:

         10. Fixtures & Improvements: The following is not intended to be an all-inclusive list of items included with the Property. All
             improvements and appurtenances are included in the Purchase Price, if now in or on the Property, unless rented, including the
             following: all buildings; landscaping; attached smart home devices; attached security systems; lighting fixtures and their shades and
             bulbs; ceiling fans; hardware for draperies and curtains; window shades and blinds; built-in kitchen appliances, including garbage
             disposal and drop-in ranges; wall to wall carpeting, if attached; all attached mirrors; all attached TV mounting brackets; all attached
             shelving; attached work benches; stationary laundry tubs; water softener; water heater; incinerator; sump pump; water pump and
             pressure tank; heating and air conditioning equipment (window units excluded); attached humidifiers; heating units, including add-on
             heating stoves and heating stoves connected by flue pipe; fireplace screens, inserts, and grates; fireplace doors, if attached; liquid
             heating and cooking fuel tanks; TV antenna and complete rotor equipment; satellite dish and necessary accessories and complete
             rotor equipment; all support equipment for inground pools; screens and storm windows and doors; awnings; installed basketball
             backboard, pole and goal; mailbox; flagpole(s); fencing, invisible inground fencing and all related equipment, including collars;
             detached storage buildings; underground sprinkling, including the pump; installed outdoor grills; all plantings and bulbs; garage door
             opener and control(s); and any and all items and fixtures permanently affixed to the Property; and also includes:
                                                           Dishwasher; Garbage Disposal; Microwave; Oven; Range; Refrigerator




              but does not include:


                                                         352 Mason ave, Muskegon, MI 49441                                                01/08/2021
                                                 Subject Property Address/Description                                                       Date                 Time
         ©Copyright, West Michigan REALTOR® Associations                                              IM                                       FP
         Revision Date 2/2020                                                                      01/08/21            Buyer’s Initials       01/08/21        Seller’s Initials
                                                                                                 10:00 AM HST                               6:45 PM EST
                                                                                                dotloop verified                           dotloop verified
dotloop signature verification: dtlp.us/h8NY-0f8u-Ks1o



                                                                                                                 West Michigan Regional Purchase Agreement          Page 3 of 6

         11. Heating and Cooking Fuels: Liquid heating and cooking fuels in tanks are included in the sale and will transfer to Buyer at time of
             possession unless usage is metered (in which case it is not included in the sale). Sellers are responsible for maintaining heating and
             cooking liquid fuels at an operational level and shall not permit fuels to fall below 10% in the tank(s) at the time of possession, except
             that the tank(s) may be empty only if now empty. Further, Seller is precluded from removing fuel from tank(s) other than what is
             expended through normal use. Exceptions:

         12. Assessments (choose one):
             If the Property is subject to any assessments,
                  Seller shall pay the entire balance of any such assessments that are due and payable on or before the day of closing (regardless
                  of any installment arrangements), except for any fees that are required to connect to public utilities.
                  Seller shall pay all installments of such assessments that become due and payable on or before day of closing. Buyer shall assume
                  and pay all other installments of such assessments.
         13. Property Taxes: Seller will be responsible for any taxes billed prior to those addressed below. Buyer will be responsible for all
             taxes billed after those addressed below.
              Buyer is also advised that the state equalized value of the Property, principal residence exemption information and other real property
              tax information is available from the appropriate local assessor’s office. Buyer should not assume that Buyer’s future tax bills on the
              Property will be the same as Seller’s present tax bills. Under Michigan law, real property tax obligations can change significantly when
              property is transferred.
                  No proration.           (Choose one):
                         Buyer                Seller    will pay taxes billed summer                         (year);
                         Buyer                Seller    will pay taxes billed winter                         (year);
                  Calendar Year Proration (all taxes billed or to be billed in the year of the closing). Calendar year tax levies will be estimated, if
                  necessary, using the taxable value and the millage rate(s) in effect on the day of closing, broken down to a per diem tax payment
                  and prorated to the date of closing with Seller paying for January 1 through the day before closing.
                  Fiscal Year Proration - Taxes will be prorated as though they are paid in (choose one):         advance.          arrears.
                  Fiscal Year will be assumed to cover a 12-month period from date billed, and taxes will be prorated to the date of closing. Fiscal
                  year tax levies will be estimated, if necessary, using the taxable value and millage rate(s) in effect on the day of closing, broken
                  down to a per diem tax payment and prorated to the date of closing with Seller paying through the day before closing. Exceptions:
                                                             City of Muskegon program- $0 property tax for entire year of 2021
         14. Well/Septic: Within ten (10) days after the Effective Date, Seller will arrange for, at Seller’s expense, an inspection of the primary well
             used for human consumption (including a water quality test for coliform bacteria and nitrates) and septic systems in use on the
             Property. The inspection will be performed by a qualified inspector in a manner that meets county (or other local governmental
             authority, if applicable) protocol. Seller will also follow any governmental rules regarding pumping of tanks.
              Where no county or government protocol is in place, Seller will arrange for, at Seller’s expense, well and septic inspections (as
              referenced above) by a qualified inspector and Seller will have the septic tank(s) pumped at Seller’s expense.
              If any report discloses a condition unsatisfactory to Buyer, or doesn’t meet county standards that are a condition of sale, Buyer may,
              within three (3) days after Buyer has received the report, by written notice to Seller, either terminate this Agreement and receive a
              refund of Buyer’s Earnest Money Deposit, or make a written proposal to Seller to correct those unsatisfactory conditions. If Buyer fails
              to make a written proposal within the above referenced time period, then Buyer will be deemed to have accepted the well/septic as-
              is. Seller will respond in writing within three (3) days to Buyer’s request. If Seller fails to respond or to arrive at a mutually agreeable
              resolution within three (3) days after Seller’s receipt of Buyer’s proposal, Buyer will have three (3) days to provide written notice of
              termination of this Agreement and receive a refund of any applicable Earnest Money Deposit. If Buyer fails to terminate the contract,
              Buyer will proceed to closing according to the terms and conditions of this Agreement. Exceptions:

         15. Inspections & Investigations:
              Inspections: Buyer, or someone selected by Buyer, has the right to inspect the buildings, premises, components and systems, at
              Buyer’s expense. Any damage, misuse, abuse, or neglect of any portion of the Property or premises as a result of inspections will be
              Buyer’s responsibility and expense. In the event of VA financing, Seller will pay for the inspection for termites and other wood
              destroying insects.
              Investigations: It is Buyer’s responsibility to investigate (i) whether the Property complies with applicable codes and local ordinances
              and whether the Property is zoned for Buyer’s intended use; (ii) whether Buyer can obtain a homeowner’s insurance policy for the
              Property at price and terms acceptable to Buyer; (iii) and whether or not the Property is in a flood zone.
              All inspections and investigations will be completed within ten (10) days after the Effective Date. If the results of Buyer’s inspections
              and investigations are not acceptable to Buyer, Buyer may, within the above referenced period, by written notice to Seller, either
              terminate this Agreement and receive a refund of Buyer’s Earnest Money Deposit, or make a written proposal to Seller to correct
              those unsatisfactory conditions. If Buyer fails to make a written proposal within the above referenced time period, then Buyer will be

                                                         352 Mason ave, Muskegon, MI 49441                                                  01/08/2021
                                                 Subject Property Address/Description                                                          Date                 Time
         ©Copyright, West Michigan REALTOR® Associations                                                IM                                          FP
         Revision Date 2/2020                                                                        01/08/21
                                                                                                                         Buyer’s Initials        01/08/21
                                                                                                                                                                 Seller’s Initials
                                                                                                   10:00 AM HST                                6:45 PM EST
                                                                                                  dotloop verified                            dotloop verified
dotloop signature verification: dtlp.us/h8NY-0f8u-Ks1o



                                                                                                           West Michigan Regional Purchase Agreement          Page 4 of 6

            deemed to have accepted the Property as-is. Seller may negotiate with Buyer, or by written notice to Buyer, accept Buyer’s proposal
            or terminate this Agreement. If Seller fails to respond, or to arrive at a mutually agreeable resolution within three (3) days after Seller’s
            receipt of Buyer’s proposal, Buyer shall have three (3) days to provide written notice of termination of this Agreement and receive a
            refund of any applicable Earnest Money Deposit. If Buyer fails to terminate this Agreement within said three (3) day period, Buyer will
            be deemed to accept the Inspections & Investigations and will proceed to closing according to the terms and conditions of this
            Agreement.
                Buyer has waived all rights under this Inspections & Investigations paragraph.
        16. Municipal Compliances: Seller will arrange and pay for current certificates of occupancy, sidewalk compliance, and smoke detector
            ordinances, if applicable.
        17. Title Insurance: Seller agrees to convey marketable title to the Property subject to conditions, limitations, reservation of oil, gas and
            other mineral rights, existing zoning ordinances, and building and use restrictions and easements of record. An expanded coverage
            ALTA Homeowner’s Policy of Title Insurance in the amount of the Purchase Price shall be ordered by Seller and furnished to Buyer at
            Seller’s expense, and a commitment to issue a policy insuring marketable title vested in Buyer, including a real estate tax status
            report, will be made available to Buyer within ten (10) days after the Effective Date. If Buyer so chooses, or if an expanded policy is
            not applicable, then a standard ALTA Owners’ Policy of Title Insurance shall be provided.
             If Buyer objects to any conditions, Buyer may, within three (3) days of receipt of the Title Commitment, by written notice to Seller,
             either terminate this Agreement and receive a refund of Buyer’s Earnest Money Deposit, or make a written proposal to Seller to correct
             those unsatisfactory conditions. If Buyer fails to make a written proposal within the above referenced time period, then Buyer will be
             deemed to have accepted the Title Commitment as-is. Seller may negotiate with Buyer, or by written notice to Buyer, accept Buyer’s
             proposal or terminate this Agreement. If Seller fails to respond, or to arrive at a mutually agreeable resolution within three (3) days
             after Seller’s receipt of Buyer’s proposal, Buyer shall have three (3) days to provide written notice of termination of this Agreement and
             shall receive a refund of any applicable Earnest Money Deposit. If Buyer fails to terminate this Agreement within said three (3) day
             period, Buyer will be deemed to accept the Title Commitment as-is and will proceed to closing according to the terms and conditions
             of this Agreement. Exceptions:

        18. Property Survey: Broker advises that Buyer should have a survey performed to satisfy Buyer as to the boundaries of the Property
            and the location of improvements thereon.
                 Buyer or      Seller (check one) shall within ten (10) days of the Effective Date, order, at their expense, a boundary survey certified
              to Buyer with iron corner stakes showing the location of the boundaries, improvements and easements in connection with the Property.
              Upon receipt of the survey, Buyer will have three (3) days to review the survey. If the survey shows any condition, in Buyer’s sole
              discretion, which would interfere with Buyer’s intended use of the Property, the marketability of the title, or zoning non-compliance, then
              Buyer may, within said three (3) day period, terminate this Agreement, in writing, and Buyer will receive a full refund of Buyer’s Earnest
              Money Deposit.
                No survey. Buyer has waived all rights under this paragraph.
             When closing occurs, Buyer shall be deemed to have accepted the boundaries of the Property and the location of such improvements
             thereon. Exceptions:

        19. Home Protection Plan: Buyer and Seller have been informed that home protection plans may be available. Such plans may provide
            additional protection and benefit to the parties. Exceptions:

        20. Prorations: Rent; association dues/fees, if any; insurance, if assigned; interest on any existing land contract, mortgage or lien
            assumed by Buyer; will all be adjusted to the date of closing.
        21. Closing: If agreeable to Buyer and Seller, the sale will be closed as soon as closing documents are ready, but not later than
                       02/12/2021           . An additional period of fifteen (15) days will be allowed for closing to accommodate the
            correction of title defects or survey problems which can be readily corrected, or for delays in obtaining any lender required
            inspections/repairs. During this additional period, the closing will be held within 5 days after all parties have been notified that all
            necessary documents have been prepared. Buyer and Seller will each pay their title company closing fee, if applicable, except in the
            case of VA financing where Seller will pay the entire closing fee. Exceptions:

        22. Possession: Seller will maintain the Property in its present condition until the completion of the closing of the sale. Possession to be
            delivered to Buyer, subject to rights of present tenants, if any.
                 At the completion of the closing of the sale.
                 At                   a.m.   p.m. on the                    day after completion of the closing of the sale, during which time Seller
            will have the privilege to occupy the Property and hereby agrees to pay Buyer $                                          as an occupancy
            fee for this period payable at closing, WITHOUT PRORATION. Payment shall be made in the form of cash or certified funds.
            If Seller fails to deliver possession to Buyer on the agreed date, Seller shall become a tenant at sufferance and shall pay to Buyer as
            liquidated damages $                     per day plus all of the Buyer’s actual reasonable attorney's fees incurred in removing the Seller
            from the Property.



                                                         352 Mason ave, Muskegon, MI 49441                                            01/08/2021
                                                 Subject Property Address/Description                                                    Date                 Time
         ©Copyright, West Michigan REALTOR® Associations                                           IM                                       FP
         Revision Date 2/2020                                                                   01/08/21           Buyer’s Initials        01/08/21        Seller’s Initials
                                                                                              10:00 AM HST                               6:45 PM EST
                                                                                             dotloop verified                           dotloop verified
dotloop signature verification: dtlp.us/h8NY-0f8u-Ks1o



                                                                                                            West Michigan Regional Purchase Agreement          Page 5 of 6
             If Seller occupies the Property after closing, Seller will pay all utilities during such occupancy. Buyer will maintain the structure and
             mechanical systems at the Property. However, any repairs or replacements necessitated by Seller’s misuse, abuse, or neglect of any
             portion of the Property will be Seller’s responsibility and expense.
             On the agreed delivery date, Seller shall deliver the Property free of trash and debris and in broom-clean condition, shall remove all
             personal property (unless otherwise stated in this or an additional written agreement), shall make arrangements for final payment on
             all utilities, and shall deliver all keys to Buyer. Exceptions:

        23. Earnest Money Deposit: For valuable consideration, Buyer gives Seller until                             9:00pm                      (time) on
                         01/08/2021             (date), to deliver the written acceptance of this offer and agrees that this offer, when accepted by
            Seller, will constitute a binding Agreement between Buyer and Seller. An Earnest Money Deposit in the amount of $                1000.00
            shall be submitted to                                      Transnation Title                                   (insert name of broker, title
            company, other) within 72 hours of the Effective Date of this Agreement, and shall be applied against the Purchase Price. If the Earnest
            Money Deposit is not received within 72 hours of the Effective Date or is returned for insufficient funds, Seller may terminate this
            Agreement until such time as the Earnest Money Deposit is received. If Seller terminates this Agreement under this provision, Seller
            waives any claim to the Earnest Money Deposit. If the sale is not closed due to a failure to satisfy a contingency for a reason other
            than the fault of Buyer, the Earnest Money Deposit shall be refunded to Buyer. If the sale is not closed as provided in this Agreement
            and Buyer and Seller do not agree to the disposition of the Earnest Money Deposit, then Buyer and Seller agree that the Broker holding
            the Earnest Money Deposit may notify Buyer and Seller, in writing, of Broker’s intended disposition of the Earnest Money Deposit. If
            Buyer and Seller do not object to such disposition in writing within fifteen (15) days after the date of Broker’s notice, they will be deemed
            to have agreed to Broker’s proposed disposition; if either Buyer or Seller object and no mutually agreeable disposition can be
            negotiated, Broker may deposit the funds by interpleader with a court of proper jurisdiction or await further actions by Buyer and Seller.
            In the event of litigation involving the deposit, in whole or in part, either the Seller or the Buyer that is not the prevailing party, as
            determined by the court, will reimburse the other for reasonable attorneys’ fees and expenses incurred in connection with the litigation,
            and will reimburse the Broker for any reasonable attorneys’ fees and expenses incurred in connection with any interpleader action
            instituted. If the entity holding the Earnest Money Deposit is not the Broker, then to the extent that the terms of any escrow agreement
            conflict with this paragraph, then the terms and conditions of the escrow agreement shall control.
        24. Professional Advice: Broker hereby advises Buyer and Seller to seek legal, tax, environmental and other appropriate professional
            advice relating to this transaction. Broker does not make any representations or warranties with respect to the advisability of, or the
            legal effect of this transaction. Buyer further acknowledges that REALTOR® above named in the Agreement hereby recommends to
            Buyer that an attorney be retained by Buyer to pass upon the marketability of the title and to ascertain that the required details of the
            sale are adhered to before the transaction is consummated. Buyer agrees that Buyer is not relying on any representation or statement
            made by Seller or any real estate salesperson (whether intentionally or negligently) regarding any aspect of the Property or this sale
            transaction, except as may be expressly set forth in this Agreement, a written amendment to this Agreement, or a disclosure statement
            separately signed by Seller.
        25. Disclosure of Information: Buyer and Seller acknowledge and agree that the Purchase Price, terms, and other details with respect
            to this transaction (when closed) are not confidential, will be disclosed to REALTORS® who participate in the applicable Multiple Listing
            Service, and may otherwise be used and/or published by that Multiple Listing Service in the ordinary course of its business.
        26. Other Provisions:




        27. Mergers and Integrations: This Agreement is the final expression of the complete agreement of Buyer and Seller, and there are no
            oral agreements existing between Buyer and Seller relating to this transaction. This Agreement may be amended only in writing signed
            by Buyer and Seller and attached to this Agreement.
        28. Fax/Electronic Distribution and Electronic Signatures: Buyer and Seller agree that any signed copy of this Agreement, and any
            amendments or addendums related to this transaction, transmitted by facsimile or other electronic means shall be competent evidence
            of its contents to the same effect as an original signed copy. Buyer and Seller further agree that an electronic signature is the legal
            equivalent of a manual or handwritten signature, and consent to use of electronic signatures. Buyer and Seller agree that any notice(s)
            required or permitted under this Agreement may also be transmitted by facsimile or other electronic means.
        29. Wire Fraud: Seller and Buyer are advised that wire fraud is an increasingly common problem. If you receive any electronic
            communication directing you to transfer funds or provide nonpublic personal information (such as social security numbers, drivers’
            license numbers, wire instructions, bank account numbers, etc.), even if that electronic communication appears to be from the
            Broker, Title Company, or Lender, DO NOT reply until you have verified the authenticity of the email by direct communication with
            Broker, Title Company, or Lender. DO NOT use telephone numbers provided in the email. Such requests may be part of a scheme
            to steal funds or use your identity.


                                                         352 Mason ave, Muskegon, MI 49441                                             01/08/2021
                                                 Subject Property Address/Description                                                     Date                 Time
         ©Copyright, West Michigan REALTOR® Associations                                           IM                                        FP
         Revision Date 2/2020                                                                   01/08/21            Buyer’s Initials        01/08/21        Seller’s Initials
                                                                                              10:00 AM HST                                6:45 PM EST
                                                                                             dotloop verified                            dotloop verified
dotloop signature verification: dtlp.us/h8NY-0f8u-Ks1o



                                                                                                                 West Michigan Regional Purchase Agreement                         Page 6 of 6

        30. Buyer’s Approval and Acknowledgment: Buyer approves the terms of this offer and acknowledges receipt of a copy of this offer.
                                                                                                                                                               dotloop verified
                                                                                                              Ian McDowell                                     01/08/21 10:00 AM
             Buyer 1 Address                                                                              X                                                    HST                  Buyer
             Buyer 1 Phone: (Res.)                                  (Bus.)                                                                Ian McDowell
                                                                                                                        Print name as you want it to appear on documents.

              Buyer 2 Address                                                                             X                                                                         Buyer
             Buyer 2 Phone: (Res.)                                  (Bus.)
                                                                                                                        Print name as you want it to appear on documents.


        31. Seller’s Response: The above offer is approved:                    As written.       As written except:
                                                                               Accepted as written




             Counteroffer, if any, expires                                        , at                    (time). Seller has the right to withdraw this
             counter offer and to accept other offers until Seller or Seller’s Agent has received notice of Buyer’s acceptance.
        32. Certification of Previous Disclosure Statement: Seller certifies to Buyer that the Property is currently in the same condition as
            disclosed in the Seller’s Disclosure Statement dated                            (check one): Yes No. Seller agrees to inform Buyer
            in writing of any changes in the content of the disclosure statement prior to closing.
        33. Notice to Seller: Seller understands that consummation of the sale or transfer of the Property described in this Agreement will not
            relieve Seller of any liability that Seller may have under the mortgages to which the Property is subject, unless otherwise agreed to by
            the lender or required by law or regulation. Buyer and Seller are advised that a Notice to Seller & Buyer of Underlying Mortgage form
            is available from the respective agents via the West Michigan REALTOR® Boards.
       34. Listing Office Address:                                                                                     Listing Broker License #
             Listing Agent Name:                           Mariana Murillo VanDam/Brent Cox                            Listing Agent License #

        35. Seller’s Approval and Acknowledgment: Seller approves the terms of this Agreement and acknowledges receipt of a copy. If Seller’s
            response occurs after Buyer’s offer expires, then Seller’s response is considered a counteroffer and Buyer’s acceptance is required
            below.                                                                                                            dotloop verified
            X (Seller’s Signature, Date, Time): Frank Peterson                                                                01/08/21 6:45 PM EST
                                                                                                                              IXVD-61DG-ZNUB-NGEV

                                                                                                                     Is Seller a U.S. Citizen?     Yes        No*
                                Print name as you want it to appear on documents.

             X (Seller’s Signature, Date, Time):
                                                                                                                     Is Seller a U.S. Citizen?     Yes        No*
                                Print name as you want it to appear on documents.
             Seller’s Address:                352 Mason ave, Muskegon, MI 49441         Seller’s Phone (Res.)                                       (Bus)
                            * If Seller(s) is not a U.S. Citizen, there may be tax implications and Buyer and Seller are advised to seek professional advice.

        36. Buyer’s Receipt/Acceptance: Buyer acknowledges receipt of Seller’s response to Buyer’s offer. In the event Seller’s response
            constitutes a counteroffer, Buyer accepts said counteroffer. All other terms and conditions in the offer remain unchanged.
             X (Buyer’s Signature, Date, Time):

             X (Buyer’s Signature, Date, Time):

        37. Seller’s Receipt: Seller acknowledges receipt of Buyer’s acceptance of counter offer.
             X (Seller’s Signature, Date, Time):
             X (Seller’s Signature, Date, Time):


                                                         352 Mason ave, Muskegon, MI 49441                                                       01/08/2021
                                                 Subject Property Address/Description                                                               Date                           Time
         ©Copyright, West Michigan REALTOR® Associations                                                IM                                             FP
         Revision Date 2/2020                                                                        01/08/21                Buyer’s Initials         01/08/21               Seller’s Initials
                                                                                                   10:00 AM HST                                     6:45 PM EST
                                                                                                  dotloop verified                                 dotloop verified
                      Agenda Item Review Form
                       Muskegon City Commission

Commission Meeting Date: 1/12/2021                      Title: Lakeside BID Special Assessment Roll
                                                        Public Hearing and Resolution

Submitted By: Jake Eckholm                              Department: Economic Development

Brief Summary: The Lakeside BID Board has voted to petition the City Commission to establish a
Special Assessment District inclusive of all commercial parcels in the BID in order to raise funds
for public maintenance and improvements. Tonight a duly posted and noticed public hearing will
take place to hear comment on the Special Assessment Tax Roll.

Detailed Summary:
The Lakeside Business Improvement District Board has recommended a special assessment
amount to fund BID improvements in the Lakeside Corridor for a period of 3 years, with potential to
renew the assessment at the end of the term depending on the amount of TIF capture by their
desired Corridor Improvement Authority. The attachments to this cover sheet reflect the costs per
square foot of every address in the bid, as well as a map outlining the BID district approved by the
Commission last year. Also attached is the resolution certifying the assessment and adding it to
the roll. The total anticipated capture of this assessment is $24,011.03, which will be used by the
BID Board to provide for winter maintenance of sidewalks, plowing, landscaping maintenance, and
marketing materials for the district. A separate assessment bill will be sent to all affected properties
this year, and in subsequent years this assessment will be included on winter tax bills.

Amount Requested: $0                                   Amount Budgeted: N/A

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

Recommended Motion: A motion to approve the Resolution adding the Lakeside BID Special
Assessment to the tax rolls for a period of three years as presented.



For City Clerk Use Only:
Commission Action:
                                      CITY OF MUSKEGON

                                     Resolution No. ________

                       Resolution Confirming Special Assessment Roll
                For LAKESIDE BUSINESS IMPROVEMENT DISTRICT (BID)


                Properties Assessed: See Exhibit A attached to this resolution


RECITALS:

1.      The City Commission determined to create a special assessment district covering the
        properties set forth in Exhibit A attached to this resolution on October 27th, 2020, at the
        first hearing.

2.      The City has reviewed the special assessment roll which purports to levy a special
        assessment in the said district levying on “Class A” Properties, as defined in the BID
        Bylaws, shall be assessed an annual assessment of $0.05/sf with no assessment to exceed
        $2,000 and “Class B” Properties, as defined in the BID Bylaws, shall be assessed an
        annual assessment of $0.025/sf with no assessment to exceed $1,000.

3.      The City Commission has heard all objections to the roll filed before or at the hearing.


THEREFORE, BE IT RESOLVED:

     1. That the special assessment roll submitted by the Board of Assessors is hereby approved.

     2. That the assessments levied will be placed on the Winter 2021, 2022 and 2023 tax bills.


     3. The Clerk is directed to endorse the certificate of this confirmation resolution and the
           Mayor may endorse or attach his warrant bearing the date of this resolution which is
           the date of confirmation.
This resolution adopted.

       Ayes:

       Nays:


                                                      CITY OF MUSKEGON

                                                      By _________________________________
                                                         Ann Marie Meisch, Clerk


                                        CERTIFICATION

      This resolution was adopted at a meeting of the City Commission, held on___________.
The meeting was properly held and noticed pursuant to the Open Meetings Act of the State of
Michigan, Act 267 of the Public acts of 1976.

       Further I hereby certify that the special assessment roll referred to in the above resolution
was confirmed on the date being ______________.


                                                      CITY OF MUSKEGON

                                                      By _________________________________
                                                         Ann Marie Meisch, Clerk
    Exhibit A

Properties Assessed
                                                            Proposed …. DRAFT

               Business/Owner                    Address                        Parcel #                    Acreage (sq. ft)     Assessment
       Wasserman's Flowers and Gifts              1595                   61-24-205-529-0004-00                 8402.724           $    420.14
                    T4 Group                      1700                   61-24-205-609-0002-00                32500.116           $ 1,625.01
              Garrett Law Offices                 1732                   61-24-205-609-0007-00                 9239.076           $    461.95
                 RCP Marketing                  1756/1786     61-24-205-609-0010-00/61-24-205-609-0013-00     29233.116          $ 1,461.66
            Richard A Ghezzi Estate               1812                   61-24-205-596-0001-00                 18251.64          $     912.58
                     Frontier                     1831                   61-24-205-624-0001-00                12867.624           $    321.69
           Pastoor James R JR Trust               1836                   61-24-205-596-0002-00                 8089.092           $    404.45
                VF Ventures LLC                   1845                   61-24-205-624-0003-00                22111.056           $ 1,105.55
                Patricia Roy, DO                  1864                   61-24-205-596-0002-10                12780.504           $    639.03
               Paul R Korndorfer                  1883                   61-24-205-625-0001-00                 8311.248           $    415.56
               Paul R Korndorfer                  1891                   61-24-205-625-0002-00                 7853.868           $    392.69
               SHM Great Lakes                    1920                   61-24-205-596-0008-00               1213002.252          $ 2,000.00
    The Only Cannoli/ Lake Effect Sport/          1927                   61-24-205-627-0001-00                10227.888           $    511.39
              Lakeside Emporium                   1930                   61-24-205-596-0004-00                15555.276           $    777.76
               Richard P Ghezzi                   1937                   61-24-205-627-0002-00                 9265.212           $    463.26
            Lauren Taylor Eyeware                 1945                   61-24-205-627-0003-00                 5275.116           $    263.76
           1950 Lakeshore Drve LLC                1950                   61-24-205-596-0004-20                12026.916           $    601.35
                      Level 6                     1953                   61-24-205-627-0004-00                 8280.756           $    414.04
Lakeside Landing/ Lakeshore Tavern/The Table      1965                   61-24-205-627-0005-00                 8502.912           $    425.15
               Marine Tap Room                    1983                   61-24-205-635-0001-00                 8154.432           $    407.72
            BTBG Investments LLC                  1991                   61-24-205-635-0002-00                46121.328           $ 2,000.00
Zaloma's Pizza/Anchor Property Management         2009                   61-24-205-635-0006-00                 6037.416           $    301.87
                Ghezzi's Market                   2017                   61-24-205-635-0007-00                 8076.024          $     403.80
    Gawkowski Properties Lakeshore LLC            2020                   61-24-205-596-0007-00                 5654.088          $     282.70
             Apple Knits and Purls                2033                   61-24-205-636-0001-00                 7531.524          $     376.58
        Complete Automotive Servies               2034                   61-24-205-597-0001-00                 9487.368          $     237.18
                Auto Body Clinic                  2054                   61-24-205-597-0004-00                 7614.288          $     190.36
Cannon Service Center/ Shoreline Service Bait     2080                   61-24-205-597-0005-00                 15071.76           $    376.79
       Lakeshore Federal Credit Union             2182                   61-24-205-597-0017-00                32569.812           $ 1,628.49
         Daniel C. Swarwar D.D.S P.C              2187                   61-24-205-641-0005-00                10807.236           $    540.36
        Lakeshore Environmental Inc.              2341                   61-24-205-664-0011-00                 7923.564           $    396.18
                Lotta Lakeshore                   2445                   61-24-205-677-0005-00                   9474.3           $    473.72
              Waters Edge Fitness                 2465                   61-24-205-678-0001-02                  16552.8           $    827.64
                  Frosty Cove                     2565                   61-24-205-693-0001-01                39012.336           $ 1,950.62
                                                            TOTAL                                                  1681864.668    $ 24,011.03
                                                     Lakeside BID assessment rates
                  Total # of Parcels        84

                   Commercial               32       5 cents a square foot/capped at $2,000
               Automotive and Utility        4       2.5 cents a square foot/capped at $1,000
                    Nonprofit                2       no assessment
                  Governmental               8       no assessment
                    Residential             38       no assessment




Proposed Lakeside BID budget

Snow removal                              $12,000
Landscaping                                 $4,500
Promotions/marketing                        $4,000
Administration                              $3,750
Contingency                                  $683
Total                                   $24,933.00
From:            Deb Workman
To:              Jake Eckholm
Subject:         Lakeside BID
Date:            Tuesday, December 15, 2020 4:37:12 PM


Hello Jake,
 
I am writing today to oppose Lakeshore Federal Credit Union, FKA Central Paper Employees FCU,
being included in the Lakeside BID program.  I understand the BID, and our previous CEO was on the
BID committee that is trying to bring the BID program to Lakeside.  However, I believe the BID should
end at the business district which has always been considered McCracken.  None of the business
west of McCracken are the type of businesses that would benefit directly from the BID in my opinion
other than having our sidewalks plowed in the winter.  Our board of directors agree that $1882.21 is
a hefty bill for sidewalk plowing.  I do not see the mill property being developed in the next 3 years
to warrant the few businesses west of McCracken as an actually business district.  I have been told it
is a done deal but still wanted to make my opinion as the CEO of the credit union known. 
 
We have been Lakeshore Federal Credit Union since 1998, I will have to figure out getting our name
changed I guess with the tax/zoning/tax department.  Thank you for listening to me and we of
course will abide by what is ultimately decided.  Our Parcel Number is 61-24-205-597-0017-00
 
Sincerely,
 
Deb
 
Debra L Workman
Chief Executive Officer
Lakeshore Federal Credit Union
Email: [email protected]
Website: www.lakeshorefcu.com
Phone: 231-755-1202
Fax: 231-755-0539
NMLS #810943
 
2182 Lakeshore Drive
Muskegon, MI  49441-1414
 
 
 



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From:         SHEILA THORSEN
To:           Jake Eckholm
Subject:      LAKESIDE BUSINESS IMPROVEMENT DISTRICT
Date:         Sunday, December 20, 2020 12:36:15 PM


I am Sheila Thorsen and own properties 1748 and 1945 Lakeshore Drive.  I hereby
are notifying you that I object to the assessed amount against my property at 1945
Lakeshore Drive.  The city has been given ample opportunities to collect money from
property owners astronomical times therefore the city should bear these costs. 
Timing under covid restrictions is not a smart economical opportunity when people
are already struggling financially.
Sheila Thorsen


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From:                Ed Bodman
To:                  Jake Eckholm
Subject:             Lakeside Improvement
Date:                Wednesday, December 23, 2020 12:28:02 AM


Hi Jake,
I own properties at 1910 Lakeshore Dr., and 2205 Lakeshore Dr. I'm in favor of the Lakeside Business District Special
Assessment plan.  Thanks for all you and the city are doing


Nils Bodman
517.930.1525


              Virus-free. www.avast.com




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From:           Tammy Rasey
To:             Jake Eckholm
Subject:        Re:
Date:           Sunday, December 13, 2020 9:36:59 AM



Jake, 
John and I have already notified you by email about our answer to the lakeside business
improvement district. The answer then was "no". If you are required to send the second and
final notice out to the neighborhood, then this is our answer this time. No.  We will not be
able to attend the virtual live meeting on January 12th. Even though your letter states our
assessment will be "0", we do not have much faith in the voting system.
John and Tammy Rasey
2125 Lakeshore drive
Muskegon MI 49441

From: Tammy Rasey
Sent: Saturday, October 10, 2020 1:48 PM
To: [email protected] 
Subject:
 

Tammy and John Rasey 
2125 Lakeshore drive

Received your letters.  Funds are tight for everyone during this epidemic. We say no, and no to
the LAKESIDE CORRIDOR IMPROVEMENT AUTHORITY. We say no and no to the LAKESIDE
BUSINESS IMPROVEMENT DISTRICT.  My husband is on a fixed income (social security), and my
place of employment has just been dissolved.
Would like some kind of confirmation that you received our answer. We will not be able to
attend the online meeting.
Thank you for your time
Tammy and John Rasey


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                         Agenda Item Review Form
                          Muskegon City Commission

Commission Meeting Date: January 12, 2021               Title: Amendment to the Marihuana
                                                        Facilities Overlay District – 965 W Western
                                                        Ave, 920 Washington Ave and 1330 Division
                                                        St

Submitted By: Mike Franzak                              Department: Planning


Brief Summary: Request to amend Section 2331 of the zoning ordinance to expand the marihuana
facilities overlay district to allow for Growing, Processing and Provisioning/Retail license types at 965 W
Western Ave, 920 Washington Ave and 1330 Division St by P & G Holdings, LLC.

Detailed Summary: After discussing at the Planning Commission meeting, the applicant agreed
that they did not need to include 1330 Division St as part of the request.
A motion that that request to amend Section 2331 of the zoning ordinance to expand the
marihuana facilities overlay district to allow for Growing, Processing and Provisioning/Retail license
types at 965 W Western Ave and 920 Washington Ave be recommended to the City Commission
for approval. The motion was amended to include a recommendation that the approval be
reviewed in 24 months to allow staff or the Planning Commission to consider revocation of the
zoning approval if the condo development had not proceeded as stated. The motion was
approved by a 6-3 vote.

Amount Requested:                                     Amount Budgeted:

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

Recommended Motion: To approve the request to amend Section 2331 of the zoning ordinance to
expand the marihuana facilities overlay district to allow for Growing, Processing and
Provisioning/Retail license types at 965 W Western Ave and 920 Washington Ave by P & G
Holdings, LLC.
                                        Planning Commission Excerpt

Case 2020-20: Request to amend Section 2331 of the zoning ordinance to expand the marihuana facilities overlay
district to allow for MMFLA and MRMTA Growing, Processing and Provisioning/Retail license types at 965 W Western
Ave, 920 Washington Ave and 1330 Division St by P & G Holdings, LLC.

SUMMARY

   1. This case was tabled in November. The public hearing was closed.
   2. The property at 920 Washington Ave was recently approved as part of the marihuana facilities overlay district
      for retail/provisioning license types.
   3. The property owner would now like to expand the types of marihuana licenses allowed on site, which also
      includes 965 W Western Ave and 1330 Division St.
   4. This request would allow all growing licenses types, processing licenses and provisioning/retail licenses at 965
      W Western, 920 Washington Ave and 1330 Division St.
Zoning Map




Aerial Map
                                          CITY OF MUSKEGON

                                   MUSKEGON COUNTY, MICHIGAN

                                          ORDINANCE NO._____


An ordinance to amend Section 2331 of the zoning ordinance to expand the marihuana facilities overlay district
to allow for Growing, Processing and Provisioning/Retail license types at 965 W Western Ave and 920
Washington Ave.
THE CITY COMMISSION OF THE CITY OF MUSKEGON HEREBY ORDAINS:

965 W Western Ave and 920 Washington Ave will be added to the Marihuana Facilities Overlay District as a
location allowed for Growing, Processing and Provisioning/Retail license types.
CITY OF MUSKEGON REVISED PLAT 1903 BLK 468 AND PT OF BLK 467 VAC ALLEY IN BLK 468 PART OF
FORMER C & O RAILROAD R/W IN BLK 467 & 468 AND VAC HUDSON ST BET BLK 467 AND 468 AND ALL
BEING DESC AS BEG AT THE SW COR OF SAID BLK 468 TH N 00D 19M 25S W 351.64 FT ALG E R/W LN
OF FRANKLIN ST TH N 89D 58M 00S E 278.5 FT ALG THE S R/W LN OF WESTERN AVE TH S 82D 42M 42S
E 284.66 FT ALG SD R/W LN TH S 07D 28M 33S W 75.55 FT ALG THE WLY LN & EXTENSION TH'OF OF A 5
STORY BRICK BLDG TH S 82D 30M 04S E 112.12 FT ALG SD BLDG LN & THE EXTENSION TH'OF TH S
09D 23M 07S W 9.68 FT ALG SD BLDG LN TH S 83D 24M 04S E 13.72 FT ALG SD BLDG LN TH N 00D 30M
04S E 8.71 FT TH S 00D 30M 20S W 24.63 FT TH S 88D 25M 41S E 8.72 FTALG SD BLDG LN TH S 01D 34M
19S W 0.30 FT ALG SD BLDG LN TH S 88D 25M 41S E 0.40 FT ALG SD BLDG LN TH S 00D 42M 58S W
29.45 FT ALG SD BLDG LN TH N 88D 25M 41S W 8.43 FT ALG SD BLDG LN TH S 00D 42M 58S W 57.92 FT
ALG SD BLDG LN TH S 88D 38M 32S E 12.93 FT ALG SD BLDG LN TH S 02D 11M 01S W 21.28 FT ALG SD
BLDG LN TH N 87D 48M 59S W 28.01 FT ALG SD BLDG LN TH S 02D 23M 08S W 85.09 FT ALG E SIDE OF
A 4 IN WALL TH N 87D 51M 37S W 111.67 FT ALG SLY SIDE OF SD 5 STY B

CITY OF MUSKEGON REVISED PLAT 1903 PT OF BLKS 467 AND 468 AND ENTIRE BLK 474 TOGETHER
WITH PT OF THE C & O RR R/W IN SD BLK 467 VAC MICHIGAN AVE BET SD BLKS 467 & 474 THE 2 VAC
ALLEYS IN SD BLK 474 DESC AS BEG ON THE N R/W LN OF MICHIGAN AVE AT A POINT BEING N 89D
48M 11S E 549.04 FT FROM THE SW COR OF SD BLK 468 TH N 02D 11M 01S E 7.87 FT TH S 87D 51M 37S
E 111.67 FT ALG SLY LN OF A 5 STY BLDG TH N 02D 23M 08S E 85.09 FT ALG E SIDE OF A 4 IN WALL TH
S 87D 48M 59S E 28.01 FT ALG NLY LN OF SD 5 STY BLDG TH N 02D 11M 01S E 21.28 FT ALG SD BLDG
TH N 88D 38M 32S W 12.93 FT ALG SD BLDG LN TH N 00D 42M 58S E 57.92 FT ALG SD BLDG LN TH S88D
25M 41S E 8.43 FT ALG SD BLDG LN TH N 88D 25M 41S W 0.40 FT ALG SD BLDG LN TH N 01D 34M 19S E
0.30 FT ALG SD BLDG LN TH N 88D 25M 41S W 8.72 FT ALG SD BLDG LN TH N 00D 30M 20S E 24.63 FT
TH N 82D 30M 04S W 8.71 FT TH S 00D 30M 20S W 9.53 FT TH N 83D 24M 04S W 13.72 FT ALG SD 5 STY
BLDG LN TH N 09D 23M 07S E 9.68 FT ALG SD 5 STY BLDG LN TH N 82D 30M 04S W 112.12 FT ALG SD
BLDG LN & THE EXTENSION TH'OF TH N 07D 28M 33S E 75.55 FT ALG SD BLDG LN & THE EXTENSION
TH'OF TH S 82D 42M 42S E 474.11 FT ALG THE SLY R/W LN OF WESTERN AVE

This ordinance adopted:

Ayes:______________________________________________________________

Nayes:_____________________________________________________________

Adoption Date:
Effective Date:

First Reading:

Second Reading:

                  CITY OF MUSKEGON

                  By: _________________________________
                         Ann Meisch, MMC, City Clerk
                                         CERTIFICATE

       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 an
ordinance adopted by the City Commission of the City of Muskegon, at a regular meeting of the
City Commission on the 12th day of January 2021, 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 the Michigan Zoning Enabling Act, Public Acts of
Michigan No. 33 of 2006, and that minutes were kept and will be or have been made available as
required thereby.


DATED: ___________________, 2020.            __________________________________________
                                             Ann Meisch, MMC
                                             Clerk, City of Muskegon




Publish:       Notice of Adoption to be published once within ten (10) days of final adoption.
                                               CITY OF MUSKEGON
                                               NOTICE OF ADOPTION

Please take notice that on January 21, 2021, the City Commission of the City of Muskegon adopted an
ordinance to amend Section 2331 of the zoning ordinance to expand the marihuana facilities overlay
district to allow for Growing, Processing and Provisioning/Retail license types at 965 W Western Ave and
920 Washington Ave.


Copies of the ordinance may be viewed and purchased at reasonable cost at the Office of the City Clerk
in the City Hall, 933 Terrace Street, Muskegon, Michigan, during regular business hours.

This ordinance amendment is effective ten days from the date of this publication.


Published ____________________, 2021.                          CITY OF MUSKEGON


                                                               By _________________________________
                                                                        Ann Meisch, MMC
                                                                        City Clerk


---------------------------------------------------------------------------------------------------------------------


PUBLISH ONCE WITHIN TEN (10) DAYS OF FINAL PASSAGE.


Account No. 101-80400-5354
                         Agenda Item Review Form
                          Muskegon City Commission

Commission Meeting Date: January 12, 2021             Title: Amendment to the Marihuana
                                                      Facilities Overlay District – 420 S Harvey St
                                                      (1)

Submitted By: Mike Franzak                            Department: Planning

Brief Summary: Request to amend Section 2331 of the zoning ordinance to expand the marihuana
facilities overlay district to allow for microbusiness, designated consumption establishment and
event license types at 420 S Harvey St, by Michigan Canna House, LLC.



Detailed Summary: This case was tabled at the October Planning Commission. It was brought
back to the Planning Commission in December. A motion to approve the request failed by a 2-7
vote.

Amount Requested:                                   Amount Budgeted:

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

Recommended Motion: To approve the request to amend Section 2331 of the zoning ordinance to
expand the marihuana facilities overlay district to allow for microbusiness, designated consumption
establishment use and event license types at 420 S Harvey St, by Michigan Canna House, 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:
                                            CITY OF MUSKEGON

                                     MUSKEGON COUNTY, MICHIGAN

                                            ORDINANCE NO._____


An ordinance to amend the Marihuana Facilities Overlay District to include 420 S Harvey St as a location
allowed for microbusiness, designated consumption establishment and event license types.

THE CITY COMMISSION OF THE CITY OF MUSKEGON HEREBY ORDAINS:

420 S Harvey St will be added to the Marihuana Facilities Overlay District as a location allowed for
microbusiness, designated consumption establishment and event license types.
CITY OF MUSKEGON W 436 FT OF N 436 FT OF SW 1/4 OF NW 1/4 SEC 22 T10N R16W EXC N 33 FT & W
33 FT FOR ROAD (DESCR FOR ASSESSMENTS - DEED CLAIMS ONLY N 400 FT)


This ordinance adopted:

Ayes:______________________________________________________________

Nayes:_____________________________________________________________

Adoption Date:

Effective Date:

First Reading:

Second Reading:

                                                       CITY OF MUSKEGON

                                                       By: _________________________________
                                                              Ann Meisch, MMC, City Clerk
                                         CERTIFICATE

       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 an
ordinance adopted by the City Commission of the City of Muskegon, at a regular meeting of the
City Commission on the 12th day of January 2021, 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 the Michigan Zoning Enabling Act, Public Acts of
Michigan No. 33 of 2006, and that minutes were kept and will be or have been made available as
required thereby.


DATED: ___________________, 2020.            __________________________________________
                                             Ann Meisch, MMC
                                             Clerk, City of Muskegon




Publish:       Notice of Adoption to be published once within ten (10) days of final adoption.
                                               CITY OF MUSKEGON
                                               NOTICE OF ADOPTION

Please take notice that on January 21, 2021, the City Commission of the City of Muskegon adopted an
ordinance to amend the Marihuana Facilities Overlay District to include 420 S Harvey St as a location
allowed for microbusiness, designated consumption establishment and event license types
Copies of the ordinance may be viewed and purchased at reasonable cost at the Office of the City Clerk
in the City Hall, 933 Terrace Street, Muskegon, Michigan, during regular business hours.

This ordinance amendment is effective ten days from the date of this publication.


Published ____________________, 2021.                          CITY OF MUSKEGON


                                                               By _________________________________
                                                                        Ann Meisch, MMC
                                                                        City Clerk


---------------------------------------------------------------------------------------------------------------------


PUBLISH ONCE WITHIN TEN (10) DAYS OF FINAL PASSAGE.


Account No. 101-80400-5354
PLANNING COMMISSION STAFF REPORT
         December 10, 2020
                         Agenda Item Review Form
                          Muskegon City Commission

Commission Meeting Date: January 12, 2021              Title: Amendment to the Marihuana
                                                       Facilities Overlay District – 420 S Harvey St
                                                       (2)

Submitted By: Mike Franzak                             Department: Planning

Brief Summary: Request to amend Section 2331 of the zoning ordinance to include 420 Harvey St
in the marihuana facilities overlay district and allow class B grower, processor, retailer, designated
consumption establishment and marihuana special events license types, by Michigan
CannaHouse, LLC.



Detailed Summary: While the applicant’s first case was tabled by the Planning Commission, they
decided to apply for another amendment that would allow them additional license types (Class B
Grower, Processor, Retailer) instead of microbusiness.

Amount Requested:                                     Amount Budgeted:

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

Recommended Motion: To approve the request to amend Section 2331 of the zoning ordinance to
include 420 Harvey St in the marihuana facilities overlay district and allow class B grower,
processor, retailer, designated consumption establishment and marihuana special events license
types, by Michigan CannaHouse, 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:
                                          CITY OF MUSKEGON

                                   MUSKEGON COUNTY, MICHIGAN

                                         ORDINANCE NO._____


An ordinance to amend the Marihuana Facilities Overlay District to include 420 S Harvey St as a location
allowed for class B grower, processor, retailer, designated consumption establishment and marihuana special
events license types.

THE CITY COMMISSION OF THE CITY OF MUSKEGON HEREBY ORDAINS:

420 S Harvey St will be added to the Marihuana Facilities Overlay District as a location allowed for class B
grower, processor, retailer, designated consumption establishment and marihuana special events license types.
CITY OF MUSKEGON W 436 FT OF N 436 FT OF SW 1/4 OF NW 1/4 SEC 22 T10N R16W EXC N 33 FT & W
33 FT FOR ROAD (DESCR FOR ASSESSMENTS - DEED CLAIMS ONLY N 400 FT)


This ordinance adopted:

Ayes:______________________________________________________________

Nayes:_____________________________________________________________

Adoption Date:

Effective Date:

First Reading:

Second Reading:

                                                    CITY OF MUSKEGON

                                                    By: _________________________________
                                                           Ann Meisch, MMC, City Clerk
                                         CERTIFICATE

       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 an
ordinance adopted by the City Commission of the City of Muskegon, at a regular meeting of the
City Commission on the 12th day of January 2021, 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 the Michigan Zoning Enabling Act, Public Acts of
Michigan No. 33 of 2006, and that minutes were kept and will be or have been made available as
required thereby.


DATED: ___________________, 2020.            __________________________________________
                                             Ann Meisch, MMC
                                             Clerk, City of Muskegon




Publish:       Notice of Adoption to be published once within ten (10) days of final adoption.
                                               CITY OF MUSKEGON
                                               NOTICE OF ADOPTION

Please take notice that on January 21, 2021, the City Commission of the City of Muskegon adopted an
ordinance to amend the Marihuana Facilities Overlay District to include 420 S Harvey St as a location
allowed for class B grower, processor, retailer, designated consumption establishment and marihuana
special events license types license types.
Copies of the ordinance may be viewed and purchased at reasonable cost at the Office of the City Clerk
in the City Hall, 933 Terrace Street, Muskegon, Michigan, during regular business hours.

This ordinance amendment is effective ten days from the date of this publication.


Published ____________________, 2021.                          CITY OF MUSKEGON


                                                               By _________________________________
                                                                        Ann Meisch, MMC
                                                                        City Clerk


---------------------------------------------------------------------------------------------------------------------


PUBLISH ONCE WITHIN TEN (10) DAYS OF FINAL PASSAGE.


Account No. 101-80400-5354
                     Agenda Item Review Form
                      Muskegon City Commission

Commission Meeting Date: January 12, 2021             Title: Hartford Terrace Development
                                                      Agreement

Submitted By: LeighAnn Mikesell                       Department: Development Services

Brief Summary: Staff is seeking approval of the development agreement and associated PILOT
and municipal services agreements with the Muskegon Housing Commission.

Detailed Summary: The proposed agreement is based on Low Income Housing Tax Credits being
awarded by the Michigan State Housing Development Authority for work at Hartford Terrace. If the
LIHTC is not awarded by March 31, 2022, the agreement is voided. The proposed PILOT rate is 2% of
contract rents with a municipal services fee of an additional 2% of contract rents. The city can expect
to more than double the annual payment received from this development.

Hartford Terrace serves some of the most vulnerable of our city’s population, including elderly, persons
with disabilities, and those making 30% or less of the area median income. The developer is planning
to invest $18,000,000 into the property including major building systems, elevators, apartment
interiors, common areas, windows, and sitework. Ten of the existing 160 apartments are currently
accessible, and the renovation will add another 6 accessible units.


Amount Requested: None                               Amount Budgeted: None

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

Recommended Motion: to approve the development agreement and associated PILOT and
municipal services fee agreements with the Muskegon Housing Commission.

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


For City Clerk Use Only:
Commission Action:
                                                                  DRAFT
                                                                   1/7/21


                             DEVELOPMENT AGREEMENT

       This Agreement between HARTFORD TERRACE LIMITED DIVIDEND
HOUSING ASSOCIATION LIMITED PARTNERSHIP, 1080 Hartford Street, Muskegon,
Michigan, (“Hartford LDHA”), and MUSKEGON HOUSING COMMISION, 1080 Hartford,
Muskegon, Michigan (“MHC”) (Hartford LDHA and MHC are jointly referred to as
“Developer”) and CITY OF MUSKEGON, 933 Terrace Street, Muskegon, Michigan (“City”)
is made pursuant to the following terms:

                                          Background

      A. MHC was a department of City. The City owned Hartford Terrace, a housing
         development located at 1080 Hartford Street in Muskegon, Michigan for persons with
         an annual income of less than 30% of the county’s average medium income at the
         time of initial occupancy and are either elderly or have a disability (“Hartford
         Terrace”), and a scattered site housing program. MHC operated Hartford Terrace, the
         scattered site housing project and Section 8 housing vouchers, which was a program
         to pay private landlords to rent properties to eligible individuals at below market rate.

      B. With adoption of Public Act 338 of 1996, being MCL Section 125.661a, MHC
         became a separate legal entity and real property owned by City and managed by
         MHC was transferred to MHC. Contemporaneous with the separation, the City and
         MHC entered into an agreement whereby MHC would pay an annual service fee
         equal to 10% of “annual shelter rents” to the City, which included rents from both
         Hartford Terrace and the scattered sites.

      C. All of the above referenced programs are funded, at least in part, by the US
         Department of Housing and Urban Development (“HUD”). HUD is proposing to
         have the MHC convert Hartford Terrace from a grant funded housing project to a
         Section 8 rental subsidy in the form of project based vouchers, through the federal
         Rental Assistance Demonstration (“RAD”) process.

      D. As part of the current proposed RAD transition, MHC has applied to the Michigan
         State Housing Development Authority (“MSHDA”) for federal Low Income Housing
         Tax Credits (“LIHTC”). The rehabilitation, through securing and investment in the
         LIHTC, will result in approximately an $18 million investment in Hartford Terrace.

      E. Contingent upon MSHDA awarding approximately $1,440,000.00 in LIHTC, the
         current Muskegon City Code Section 18-83 and agreement to pay an annual service
         fee shall be limited to assets held by MHC, but specifically excluding Hartford
         Terrace.

      F. Contingent upon MSHDA awarding approximately $1,440,000.00 in LIHTC to
         Hartford LDHA, a Contract for Housing Exemption Agreement (“PILOT”) and a
       Municipal Services Agreement between Hartford LDHA and City shall become
       effective.

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

1. City shall amend Muskegon Code Section 18-83 to exclude Hartford Terrace from the
   annual service fee. The Amendment shall become effective only after MSHDA awards
   approximately $1,440,000.00 in LIHTC. If such award is not made March 31, 2022, the
   ordinance amendment shall be voided nunc pro tunc. A form of the ordinance
   amendment is attached as Exhibit 1.

2. City and Developer shall execute a PILOT Agreement, which shall become effective only
   after MSHDA awards approximately $1,440,000.00 in LIHTC to Hartford LDHA. If
   such award is not made by March 31, 2022, the PILOT Agreement shall be voided. The
   PILOT Agreement shall require an annual payment of 2% of “contract rents” less
   “utilities”. “Contract rents” and “Utilities” shall be defined as provided in Muskegon
   Code Section 82-46 in effect as of January 1, 2021. A form of the PILOT Agreement is
   attached as Exhibit 2.

3. City and Developer shall execute a Municipal Services Agreement. The Municipal
   Services Agreement shall become effective only after MSHDA awards approximately
   $1,440,000.00 in LIHTC to Hartford LDHA. The Municipal Services Agreement shall
   require an annual payment of 2% of “contract rents” less “utilities”. “Contract rents” and
   “utilities” shall be defined as provided in Muskegon Code Section 82-46 in effect as of
   January 1, 2021. A form of the Municipal Services Agreement is attached as Exhibit 3.

4. If MSHDA does not award approximately $1,440,000.00 in LIHTC to Hartford LDHA
   by March 31, 2022, this Development Agreement shall be terminated and any obligations
   pursuant to this Agreement shall be null and void.


IN WITNESS WHEREOF, the parties have signed this Agreement on the dates indicated
below.


                                         CITY OF MUSKEGON

Dated: __________________, 2021          By: ___________________________
                                         Steve Gawron, Mayor

Dated: __________________, 2021          By: ___________________________
                                         Ann Marie Meisch, Clerk



                                         HARTFORD TERRACE LIMITED DIVIDEND
                                         HOUSING ASSOCIATION LIMITED
                                         PARTNERSHIP
Dated: ___________________, 2021   By: ___________________________________
                                   Angela Mayeaux, Its Authorized Agent

Dated: ___________________, 2021   By: ___________________________________


                                   MUSKEGON HOUSING COMMISSION

Dated: __________________, 2021    By: ___________________________________
                                   ___________________________, Its President

Dated: __________________, 2021    By: ___________________________________
                                   ___________________________, Its Secretary
          EXHIBIT 1

PROPOSED ORDINANCE AMENDMENT
            EXHIBIT 2

PROPOSED PAYMENT OIN LIEU TO TAXES
              EXHIBT 3

PROPOSED MUNICIPAL SERVICE AGREEMENT
                                                    DRAFT
                                                     1/7/21


                                    CITY OF MUSKEGON

                        CONTRACT FOR HOUSING EXEMPTION

This Agreement between HARTFORD TERRACE LIMITED DIVIDEND HOUSING
ASSOCIATION LIMITED PARTNERSHIP, 1080 Hartford Street, Muskegon Michigan,
(“Hartford LDHA”), and MUSKEGON HOUSING COMMISION, 1080 Hartford, Muskegon,
Michigan (“MHC”) (Hartford LDHA and MHC are jointly referred to as “Developer”) and
CITY OF MUSKEGON, 933 Terrace Street, Muskegon, Michigan (“City”) is made pursuant to
the following terms


                                           RECITALS

      A.      The City has adopted Chapter 82, Article II “Taxation” of the City Code of
Ordinances, providing for tax exemption (the “Ordinance”).

        B.      It is acknowledged that it is a proper public purpose of the State of Michigan and
its political subdivisions to provide housing for its low income persons and families and to
encourage the development of such housing by providing for a service charge in lieu of property
taxes in accordance with the Act. The City is authorized by this Act to establish or change the
service charge to be paid in lieu of taxes by any or all classes of housing exempt from taxation
under this Act at any amount it chooses, not to exceed the taxes that would be paid but for this
Act. It is further acknowledged that such housing for low income persons and families is a
public necessity, and as the City will be benefited and improved by such housing, the
encouragement of the same by providing real estate tax exemption for such housing is a valid
public purpose. It is further acknowledged that the continuance of the provisions of this
Ordinance for tax exemption and the service charge in lieu of all ad valorem taxes during the
period contemplated in this Ordinance are essential to the determination of economic feasibility
of the housing projects that is constructed or rehabilitated with financing extended in reliance on
such tax exemption.

        C.       MHC is the owner of Hartford Terrace, located at 1080 Hartford, Muskegon,
Michigan, and operates Hartford Terrace as a housing project for households with an annual
income of less than 30% of the county’s average medium income and are either elderly or have a
disability, at the time of their initial occupancy (the “Project”).

        D.    MHC has formed Hartford Terrace Limited Dividend Housing Association
Limited Partnership, of which MHC is the sole member of the General Partner, and has entered
into an agreement to function as manager of the Project.
       E.     The City encourages rehabilitation of Hartford Terrace, which is to be funded by
Low Income Tax Credits (“LIHTC”) awarded by the Michigan State Housing Development
Authority (“Authority”).

     F.     To further enable and encourage the construction of the Project, the Developer,
MHC and the City enter into this Agreement.

      G.       The legal description of the Project is set forth in Exhibit A attached to this
Agreement.

             NOW, THEREFORE, THE PARTIES AGREE AS FOLLOWS:

        1.      Grant of Exemption. As contemplated and pursuant to Act 346 of the Public Acts
of 1966, being MCL Section 125.1415a, as amended, (the “Act”), the City hereby grants an
exemption from all ad valorem property taxes attributable to the Project which consist of rental
units offered to eligible low income persons and families as defined by the Authority.

        2.      Term of Exemption. This exemption shall continue for the period of time the
housing units remain subject to income and rent restrictions pursuant to Section 42 of Internal
Revenue Service Codes of 1986, as amended (IRS Codes), or the Authority Regulatory
Agreement not to exceed 25years. The City agrees to be contractually bound by this Agreement
to honor the exemption status of the proposed Project as provided herein and in this Agreement
for the entire period during which the Project is financed by the Authority or receives low
income housing tax credits under Section 42 of the IRS Codes, provided that the said loan or a
loan originally financed by the LIHTC continues outstanding and not in default as more
particularly set forth in Section 82-50(3)of the Ordinance, not to exceed 25 years.

       3.      Responsibilities of the Developer.      The Developer agrees to perform the
following:

              3.1     The Developer shall pay the service charge and payment in lieu of taxes
       on or before July 1, of each year during the time the exemption is in effect. The service
       charge shall equal two percent (2%) of the Contract Rents less Utilities, as defined in the
       Ordinance, for the total of all units in the Project, whether the units are occupied or not
       and whether or not the rents are paid.

              3.2     The Developer agrees to file all information required by the Ordinance
       and further to meet its obligations to the Authority in connection with the Authority’s
       administration of the LIHTC program.

               3.3     In lieu of the requirement to submit a statement of contract rents within 30
       days after December 31, as required by the Ordinance, Developer shall submit an annual
       audit by April 1st. If not timely filed, and 30 days after notice to Developer of said
       delinquency, a penalty of 1.25% of the service charge shall be imposed. This penalty
       shall be collectible in the same manner provided in Section 82-54 of the Ordinance.
        4.     Term. This Agreement shall continue in effect for the entire period of eligibility
for the exemption as set forth in the Ordinance, not to exceed 25 years.

       5.      Interpretation of Financing. The City agrees that the use of LIHTC constitutes
financing of the loan by the Authority in fulfillment of the requirements of Section 82-50(3) of
the Ordinance.

        6.     Third Party Beneficiary. This Agreement shall benefit the parties named and
further shall benefit the Authority, or such other mortgagee as may have financed the Project,
which may enforce this Agreement, both as its interest may appear, and on behalf of the
Developer and its successors and assigns. No other party is a beneficiary of this Agreement.

        7.     Limitation on the Payment of Annual Service Charge. Notwithstanding Section
3, the service charge to be paid each year in lieu of taxes for the part of the Project that is tax
exempt but which is occupied by other than low income persons or families shall be equal to the
full amount of the taxes which would be paid on that portion of the Project if the Project were
not tax exempt.

       8.     Counterparts. This Agreement may be executed in several counterparts and an
executed copy hereof may be relied upon as an original.

        9.     Binding and Benefit. This Agreement shall be binding upon and inure to the
benefit of the parties hereto and their respective heirs, administrators, personal representatives,
successors and assigns.

       10.    Effective Date. The effective date of this Agreement is the date that the Authority
awards Developer approximately $1,440,000.00 in LIHTC to be used for rehabilitation of
Hartford Terrace.

        11.     Severability. The various sections and provisions of this Agreement shall be
deemed to be severable, and should any section or provision of this Agreement be declared by
any court of competent jurisdiction to be unconstitutional or invalid the same shall not affect the
validity of this Agreement as a whole or any section or provision of this Agreement, other than
the section or provision so declared to be unconstitutional or invalid.

        12.     Inconsistent Ordinances. All ordinances or parts of ordinances inconsistent or in
conflict with the provisions of this Agreement are of no effect to the extent of such inconsistency
or conflict.

       13.    Choice of Law; Venue. 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.
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
venue.
IN WITNESS WHEREOF, the parties have signed this Agreement on the dates indicated
below.
                                  CITY OF MUSKEGON

Dated: __________________, 2021      By: __________________________________
                                     Steve Gawron, Mayor

Dated: __________________, 2021      By: __________________________________
                                     Ann Marie Meisch, Clerk

                                     HARTFORD TERRACE LIMITED DIVIDEND
                                     HOUSING ASSOCIATION LIMITED
                                     PARTNERSHIP

Dated: ___________________, 2021     By: ___________________________________
                                     Angela Mayeaux, Its Authorized Agent

Dated: ___________________, 2021     By: ___________________________________


                                     MUSKEGON HOUSING COMMISSION

Dated: __________________, 2021      By: ___________________________________
                                     ____________________________, Its President

Dated: __________________, 2021      By: ____________________________________
                                     ____________________________, Its Secretary
                                                            DRAFT
                                                             1/7/21


                         MUNICIPAL SERVICES AGREEMENT

        This Agreement between HARTFORD TERRACE LIMITED DIVIDEND
HOUSING ASSOCIATION LIMITED PARTNERSHIP, (“Hartford LDHA”), 1080 Hartford
Street, Muskegon, Michigan and MUSKEGON HOUSING COMMISION, 1080 Hartford,
Muskegon, Michigan (“MHC”) (Hartford LDHA and MHC are jointly referred to as
“Developer”) and CITY OF MUSKEGON, 933 Terrace Street, Muskegon, Michigan (“City”)
is made pursuant to the following terms:

                                          Background

      A. Upon the Michigan State Housing Development Authority (“Authority”) awarding
         approximately $1,440,000.00 in federal Low Income Housing Tax Credits (“LIHTC”)
         to Hartford LDHA and/or MHC, this Municipal Services Agreement between
         Hartford LDHA, MHC and City shall become effective.

      B. If the Authority does not award approximately $1,440,000.00 in LIHTC’s to Hartford
         LDHA and/or MHC by March31, 2022, this Agreement shall be deemed void,
         without any notice.

      C. MHC is the owner of Hartford Terrace, located at 1080 Hartford, Muskegon,
         Michigan, and operates Hartford Terrace as a housing development for households
         with an annual income of less than 30% of the county’s average medium income and
         are either elderly or have a disability, at the time of their initial occupancy (the
         “Project”).

      D. MHC has formed Hartford Terrace Limited Dividend Housing Association Limited
         Partnership, of which MHC is the sole member of the General Partner, and has
         entered into an agreement to function as manager of the Project.

      E. The City encourages rehabilitation of Hartford Terrace, which is to be funded by
         LIHTC awarded by the Authority.

      F. To further enable and encourage the construction of the Project, Developer and the
         City enter into this Agreement.

      G. The legal description of the Project is set forth in Exhibit A attached to this
         Agreement

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

   1. In lieu of the City’s requirement that MHC pay annual service fee of 10% of “annual
      shelter rents” at Hartford Terrace pursuant to Muskegon Code Section 18-83, Developer
      shall pay to City a Municipal Services Fee of 2% of “Contract Rents” less “Utilities”
   from Hartford Terrace, as defined in Chapter 82, Article II “Taxation” of the City Code
   of Ordinances, providing for tax exemption (the “Ordinance”), Section 82-46. The
   Municipal Services Fee is to partially compensate City for essential services such as
   police and fire protection.

2. The obligation to pay the Municipal Services Fee shall commence upon the Authority
   awarding approximately $1,440,000.00 in LIHTC to Hartford LDHA and/or MHC, but if
   not awarded by March 31, 2022 this Agreement, with no additional action necessary,
   shall be terminated.

       a. The Developer agrees to file all information required by the Ordinance and further
          to meet its obligations to the Authority in connection with the Authority’s
          administration of the LIHTC program.

       b. In lieu of the requirement to submit a statement of Contract Rents within 30 days
          after December 31, as required by the Ordinance, Developer shall submit an
          annual audit by April 1st. If not timely filed, and 30 days after notice to
          Developer of said delinquency, a penalty of 1.25% of the service charge shall be
          imposed.

3. Term. This Agreement shall continue in effect for the entire period of eligibility for the
   exemption as set forth in the Ordinance, not to exceed 25 years.

4. Third Party Beneficiary. This Agreement shall benefit the parties named, or such other
   mortgagee as may have financed the Project, which may enforce this Agreement, both as
   its interest may appear, and on behalf of the Developer and its successors and assigns.
   No other party is a beneficiary of this Agreement.

5. Counterparts. This Agreement may be executed in several counterparts and an executed
   copy hereof may be relied upon as an original.

6. Binding and Benefit. This Agreement shall be binding upon and inure to the benefit of
   the parties hereto and their respective heirs, administrators, personal representatives,
   successors and assigns.

7. Severability. The various sections and provisions of this Agreement shall be deemed to
   be severable, and should any section or provision of this Agreement be declared by any
   court of competent jurisdiction to be unconstitutional or invalid the same shall not affect
   the validity of this Agreement as a whole or any section or provision of this Agreement,
   other than the section or provision so declared to be unconstitutional or invalid.

8. Inconsistent Ordinances. All ordinances or parts of ordinances inconsistent or in conflict
   with the provisions of this Agreement are of no effect to the extent of such inconsistency
   or conflict.

9. Choice of Law; Venue. 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. 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 venue.

IN WITNESS WHEREOF, the parties have signed this Agreement on the dates indicated
below.

                                      CITY OF MUSKEGON

Dated: __________________, 2021       By: ___________________________
                                      Steve Gawron, Mayor

Dated: __________________, 2021       By: ___________________________
                                      Ann Marie Meisch, Clerk

                                      HARTFORD TERRACE LIMITED DIVIDEND
                                      HOUSING ASSOCIATION LIMITED
                                      PARTNERSHIP

Dated: ___________________, 2021      By: ___________________________________
                                      Angela Mayeaux, Its Authorized Agent

Dated: ___________________, 2021      By: ___________________________________


                                      MUSKEGON HOUSING COMMISSION

Dated: __________________, 2021       By: ___________________________
                                      ____________, Its President

Dated: __________________, 2021       By: ___________________________
                                      _____, Its Secretary
                     Agenda Item Review Form
                      Muskegon City Commission

Commission Meeting Date: 1/12/2021                    Title: Housing Commission Ordinance
                                                      Amendment

Submitted By: LeighAnn Mikesell                       Department: Development Services

Brief Summary:
Staff are seeking approval of an amendment to Chapter 18, Article IV of the Code of Ordinances in
coordination with the Hartford Terrace development agreement.

Detailed Summary:
The Muskegon Housing Commission proposes to rehabilitate Hartford Terrace Apartments through
HUD’s Rental Assistance Demonstration program. This program allows private capital to be raised
for rehabilitation of low income housing projects. The calculation of Payments In Lieu Of Taxes for
this program differs from the typical public housing program, and changes to the city’s ordinance
for housing commission owned properties requires a change to accommodate the development.

Amount Requested: None                               Amount Budgeted: N/A

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

Recommended Motion: To amend and adopt Chapter 18, Article IV, Section 83 and approve the
resolution for Muskegon Housing Commission.

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
                         MUSKEGON COUNTY, MICHIGAN
                             ORDINANCE NO. ____



THE CITY COMMISSION OF THE CITY OF MUSKEGON HEREBY ORDAINS:


     1. Chapter 18, Article IV of the Code of Ordinances of the City of Muskegon,
        Michigan, Section 18-83 is amended by adding subpart (d) to read as follows:

     Section 18-83. Payment of annual service fee in lieu of taxes; amount.

        ***

         (d)     Upon the awarding of approximately $1,440,000.00 in low income
     housing tax credits by the Michigan State Housing Development Authority to the
     Muskegon Housing Commission and/or Hartford Terrace Limited Dividend Housing
     Association Limited Partnership, of which the Muskegon Housing Commission is the
     sole member of its General Partner, the annual shelter rents attributable to Hartford
     Terrace, located at 1080 Hartford Street in the City of Muskegon, shall no longer be
     included in “annual shelter rents” required above and in lieu shall be required to make
     a payment in lieu of taxes pursuant to Muskegon Code Section 82-46, et. seq., of 2%
     of the “contract rents” less “utilities” and a municipal service fee of 2% of “contract
     rents” less “utilities”. If the award from the Michigan State Housing Development
     Authority does not occur by March 31, 2022, Muskegon Code Section 18-83(d) shall
     become automatically rescinded, with no further action by the City Commission.


2.      This Ordinance is to become effective ten (10) days after adoption.


Ayes:

Nays:

First Reading:

Second Reading:




                                                                                          1
                                    CERTIFICATE

        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 an ordinance adopted by the City Commission of the City of
Muskegon, at a regular meeting of the City Commission on the ____ day of
_______________, 2021, at which meeting a quorum was present and remained
throughout, and 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.

Date:_______________________, 2021


                                    ________________________________
                                    Ann Marie Meisch, MMC
                                    City Clerk


Publish:      Notice of Adoption to be published once within ten (10) days of final
adoption.




                                                                                          2
                                      CITY OF MUSKEGON
                                     NOTICE OF ADOPTION

TO: ALL PERSONS INTERESTED


        Please take notice that on ___________________, 2019, the City Commission of
the City of Muskegon amended Chapter 18, Article IV of the Muskegon City Code,
summarized as follows:

                 1.    Section 18-83(d) is added to exclude the Muskegon Housing
         Commission’s Hartford Terrace from calculating the annual service fee paid by
         the Muskegon Housing Commission upon an award of low income tax credits and
         to pay a payment in lieu of taxes and a municipal service fee pursuant to
         Muskegon Code Section 82-46, et.

       Copies of the ordinance may be viewed and purchased at reasonable cost at the
Office of the City Clerk in the City Hall, 933 Terrace Street, Muskegon, Michigan,
during regular business hours.

       This ordinance amendment is effective ten (10) days from the date of this
publication.

Published: _________________, 2021                             CITY OF MUSKEGON

                                                               By________________________
                                                                 Ann Marie Meisch, MMC
                                                                 City Clerk

------------------------------------------------------------------------------------------------------------
PUBLISH ONCE WITHIN TEN (10) DAYS OF FINAL PASSAGE




                                                                                                          3
                     Agenda Item Review Form
                      Muskegon City Commission

Commission Meeting Date: January 12, 2021             Title: Street Vacation – Harbor 31

Submitted By: Mike Franzak                            Department: Planning

Brief Summary: Request to vacate a portion of Viridian Dr, east of Terrace St, by Harbor 31, LLC.




Detailed Summary: The Planning Commission unanimously recommended vacation of the alley as
requested.




Amount Requested:                                    Amount Budgeted:

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

Recommended Motion: To approve the request to vacate a portion of Viridian Dr, east of Terrace
St, by Harbor 31

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 Excerpt

Hearing, Case 2020-29: Request to vacate a portion of Viridian Dr, east of Terrace St, by Harbor 31, LLC.

SUMMARY

    1. The applicant has requested to vacate a portion of Viridian Dr, depicted below, in an effort to develop the
       property.
    2. Access to the proposed developments would be through a new private drive.
                                       CITY OF MUSKEGON
                                    RESOLUTION No.______________

                     RESOLUTION TO VACATE A PORTION OF A PUBLIC ST


WHEREAS, a petition has been received to vacate a portion of Viridian Dr, east of Terrace St; and
WHEREAS, the Planning Commission held a public hearing on January 12, 2021 to consider the petition and
subsequently recommended the vacation; and

WHEREAS, due notice had been given of said hearing as well as the January 12, 2021 City Commission
meeting to consider the recommendation of the Planning Commission;
NOW, THEREFORE, BE IT RESOLVED that the City Commission deems it advisable for the public
interest to vacate a portion of Viridian Dr, east of Terrace St; and
BE IT FURTHER RESOLVED that the City Commission does hereby declare the said portion of the alley
vacated and discontinued provided, however, that this action on the part of the City Commission shall not
operate so as to conflict with any fire access or the utility rights heretofore acquired by the City or by any
public service utility in the City of Muskegon, operating in, over and upon said portion of street hereby
vacated, and it is hereby expressly declared that any such rights shall remain in full force and effect;
BE IT FURTHER RESOLVED that after any maintenance and repair by the City, the city shall restore
the disturbed area to the grade and paving in existence at the time of vacation. The City shall not be
responsible to replace special planting, landscaping, fences or any structure. No structure shall be placed
in the vacated street which, in the sole judgment of the City, will interfere with the repair or maintenance
of utilities in the easement, public or private.
Adopted this 12th day of January 2021.


       Ayes:


       Nays:


       Absent:


                                               By:
                                                     Stephen J. Gawron, Mayor



                                               Attest:
                                                      Ann Meisch, MMC, City Clerk
                    CERTIFICATE (Vacation of a portion of Viridian Dr, east of Terrace St)


I hereby certify that the foregoing constitutes a true and complete copy of a resolution adopted by the City
Commission of the City of Muskegon, County of Muskegon, Michigan, at a regular meeting held on
January 12, 2021.




                                                      ______________________________
                                                      Ann Meisch, MMC
                                                      Clerk, City of Muskegon
                         Agenda Item Review Form
                          Muskegon City Commission
 Commission Meeting Date: January 12, 2021             Title: Amendment to the PUD at Harbor 31

Submitted By: Mike Franzak                             Department: Planning

Brief Summary: Request to amend the final Planned Unit Development at 600 Shoreline Dr
(Harbor 31), by Harbor 31, LLC.



Detailed Summary:
Staff consulted with the attorneys at Miller Canfield regarding the public boardwalk issue. It does
not appear that Condominium documents make the Boardwalk Easement available for public use. If
the easement had a public use component, the Master Deed would have had to stated that
expressly. The Master Deed does suggest that tenants of the units, guests, employees, and invitees
are permitted to use the easement. Since the developer owns most of the land in the condo
agreement, it appears that guests of future developments will be able to access the entire boardwalk.
Also, the developer proposes to develop the entire shoreline with boat slips. Units A, B, H and I have
what appear to be identical riparian rights under Riparian easements recorded in 2006, which grant each
unit owner the right to use the entire lakeshore “to the same extent as if the Benefitted Parcel was
adjacent to the Lake,” including for the installation of permanent docks and marinas. The land area
described as falling with the easement area, however, is the “Common Areas” of the condominium
project, an apparent (though not certain) reference to the General Common Elements, which consist of
the Boardwalk Easement running along the shoreline and the Walkway Easement between units H and
I. Unless Units A, B, H and I are all owned by the developer of the marina, the developer’s right to
develop beyond the shoreline running parallel to units owned by the developer appears to be an open
question.

A motion was made to request to amend the final Planned Unit Development at 600 Shoreline Dr be
recommended for approval to the City Commission, with the following conditions as listed in the staff
recommendation: 1) that public easements for access to the existing boardwalk and new waterfront
gathering space shall be recorded with the Register of Deeds before any building permits are issued,
and 2) each separate use/building needs to individually obtain site plan approval. Any variation from the
PUD, in terms of use or building placement, is acceptable as long as it meets the underlying zoning
(FBC, Mainstreet Waterfront) requirements. The motion was unanimously approved.

Amount Requested:                                    Amount Budgeted:

Fund(s) or Account(s):                               Fund(s) or Account(s):
  Recommended Motion: To approve the amendments to the Planned Unit Development as
  requested.



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


  For City Clerk Use Only:
  Commission Action




Hearing, Case 2020-28: Request to amend the final Planned Unit Development at 600 Shoreline Dr (Harbor 31), by
Harbor 31, LLC.

SUMMARY

   1. In the year 2000, Lakefront Development LLC was approved for a mixed-use PUD at this site. Only a couple of
      the developments from the plan were built and the remaining developable lots were sold to a new developer.
   2. While the original site plan cannot be located, the enclosed resolution states the conditions put on the PUD for
      approval.
   3. The original PUD also described the publicly accessible boardwalk, however, staff cannot located any actual
      recording of the said publicly accessible land. This proposed development project meets most of the standards
      of the underlying zoning (FBC, Mainstreet Waterfront), however, the original PUD should still be honored
      because of the publicly accessible boardwalk agreement.
   4. Please see the enclosed Project Narrative and Site Plans.
   5. The plan calls for two public access points to the water. One to the boardwalk, located north of the traffic
      circle. The other to a seating area west of the traffic circle, between buildings G and H.
   6. The plan assumes the successful vacation of a portion of Viridian Dr, which is the topic of the following case.
   7. Additional staff comments will be presented at the meeting.


STAFF RECOMMENDATION

Staff recommends approval of the special use permit with the following conditions:

   1. Public easements for access to the existing boardwalk and new waterfront gathering space shall be recorded
      with the Register of Deeds before any building permits are issued.
   2. Each separate use/building needs to individually obtain site plan approval. Any variation from the PUD, in
      terms of use or building placement, is acceptable as long as it meets the underlying zoning (FBC, Mainstreet
      Waterfront) requirements.
                                         CITY OF MUSKEGON
                                         RESOLUTION #2021-
     RESOLUTION TO APPROVE THE AMENDED FINAL PLANNED UNIT DEVELOPMENT FOR
                           600 SHORELINE DR (Harbor 31)


WHEREAS, a petition to amend the Planned Unit Development at 600 Shoreline Dr 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 following conditions 1) that public easements for access to the
existing boardwalk and new waterfront gathering space shall be recorded with the Register of Deeds before
any building permits are issued, and 2) each separate use/building needs to individually obtain site plan
approval. Any variation from the PUD, in terms of use or building placement, is acceptable as long as it meets
the underlying zoning requirements; 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 January, 2021

       Ayes:

       Nays:

       Absent:

                                             By:
                                                   Stephen J. Gawron
                                                   Mayor

                                             Attest:
                                                       Ann Meisch
                                                       Clerk, City of Muskegon
                                               CERTIFICATE
                                  (Amendment to Final PUD at 600 Shoreline Dr)

        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 January, 2021, 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: ___________________, 2021.               _______________________________________
                                                Ann Meisch
                                                Clerk, City of Muskegon
PROJECT NARRATIVE HARBOR 31 PUD AMENDMENT

Located on the Shores of Muskegon Lake in Muskegon Michigan, Harbor 31 (H31) will create
various residential living opportunities as well as provide additional Hotel and Retail and Office
space. H31 will incorporate the scale and materials of a traditional central business district in a
contemporary architectural style.

The connectivity to Muskegon Lake is a key component of the Harbor 31 project. H31 will create
additional public connectivity to the Lake as well as establish the Harbor 31 marina to serve the
residents of Harbor 31 as well as the public. As part of this effort, our plan is to create an in-out
boat storage and retail sales facility as an added amenity.

Harbor 31 master plan will consist of the following projects:

   •   Viridian Shores:
           o 15 single family homes and 16 duplex units adjacent to the boardwalk with direct
               access to boat docks. A community pool will be built to serve the Viridian Shores
               and Viridian Place projects
   •   Boardwalk Flats:
           o Four Story / 130 units market rate apartments with views of Muskegon Lake and
               direct access to the marina.
   •   Harbor 31 Dry Dock:
           o Interior boat storage building and a separate retail boat sales and rental building
   •   Trilogy Assisted Living:
           o 105 Bed Assisted Living Facility
   •   Harbor 31 Commons:
           o Four story / Mixed use. Ground floor retail with 88 apartment units above.
   •   Viridian Place:
           o 48 Unit Multi Story Residential Townhouse project
   •   Hotel:
           o Flag hotel with proximity to the new Muskegon Convention Center
   •   Office Building:
           o 16,000 square foot multi-tenant office building
   •   Harbor 31 Marina:
           o 100+/- Boat docks
Harbor 31 will bring additional residents and services to the rapidly growing downtown
Muskegon market. Our goal is to develop a project that will add to the reimagined shoreline and
be a vital component of downtown Muskegon.
                                                                                                                                                                                                                              HARBOR 31
                                                                                                                                                      VICINITY MAP
                                                                                                                                                             NOT TO SCALE
                                                                                                                                                                                                                                                                                                                                       DEVELOPMENT REFERENCE:
                                                                                                                                                                                                                                                                                                                                        OWNER/                   HARBOR 31, LLC.
                                                                                                                                                                                                                                                                                                                                        APPLICANT:               2325 BELMONT CENTER DRIVE, SUITE B
                                                                                                                                                                                                                                                                                                                                                                 BELMONT, MI 49306
                                                                                                                                                                                                                                                                                                                                                                 CONTACT: DAN HENRICKSON
                                                                                                                                                                                                                                                                                                                                                                 PH: (616)-458-5554



                                                                                                                                                                                                                           PLANNED UNIT DEVELOPMENT
                                                                                                                                                                                                                                                                                                                                                                 EMAIL: [email protected]

                                                                                                                                                                                                                                                                                                                                        CIVIL ENGINEER:          PARADIGM DESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                             PARADIGMDESIGN
                                                                                                                                                                                                                                                                                                                                                                 550 3 MILE ROAD N.W., SUITE B                               ARCHITECTS | ENGINEERS
                                                                                                                                                                                                                                                                                                                                                                 GRAND RAPIDS, MI 49544



                                                                                                                                                                                                                               CITY OF MUSKEGON
                                                                                                                                                                                                                                                                                                                                                                 CONTACT: STEVE ACHRAM                                            550 3 Mile NW, Suite B
                                                                                                                                                                                                                                                                                                                                                                 PH: (616) 785-5587                                               Grand Rapids, MI 49544
                                                                                                                                                                                                                                                                                                                                                                                                                                      (616) 785-5656
                                                                                                                                                                                                                                                                                                                                                                 EMAIL: [email protected]

                                                                                                                                                                                                                                                                                                                                        SURVEYOR:                BURGESS SURVEYING                                           Grand Rapids | Phoenix | Traverse City



                                                                                                                                                                                                                             MUSKEGON COUNTY, MICHIGAN
                                                                                                                                                                                                                                                                                                                                                                                                                                      www.paradigmae.com
                                                                                                                                                                                                                                                                                                                                                                 8375 RIDGESTONE DR
                                                                                                                                                                                                                                                                                                                                                                 SW BYRON CENTER, MI 49315
                                                                                                                                                                                                                                                                                                                                                                 CONTACT: JORDAN BURGESS
                                                                                                                                                                                                                                                                                                                                                                 PH: (616) 437-2249
                                                                                                                                                                                                                                                                                                                                                                 EMAIL: [email protected]

                                                                                                                              MUSKEGON COUNTY



                                                                                                                                             SITE LOCATION MAP
                                                                                                                                                            NOT TO SCALE
                                                                                                                                                                                                                                                                                                                                      LEGAL DESCRIPTION:
                                                                                                                                                                                                                                                                                                                                      PROPERTY DESCRIPTION:
                                                                                                                                   MUSKEGON                                                                                                                                                                                           PARTOF BLOCKS554 AND 558 OF THE REVISEDPLATOF THE CITY OF MUSKEGON,AS RECORDED                   STEVE J. ACHRAM
                                                                                                                                                                                                                                                                                                                                                                                                                               MI - REGISTRATION #6201054728
                                                                                                                                                                                                                                                                                                                                      IN LIBER 3 OF PLATS, PAGE 71, MUSKEGON COUNTY RECORDS, DESCRIBED AS FOLLOWS:                   EXP. DATE 10/03/2023

                                                                                                                                   LAKE
                                                                                                                                                        R




                                                                                                                                                                                                                                                                                                                                                                                                                                   PROJECT
                                                                                                                                                      TD




                                                                                                                                                                                                                                                                                                                                      COMMENCINGAT THE MOST SOUTHERLYCORNEROF BLOCK556 OF SAID PLAT; THENCENORTH
                                                                                                                                                    OIN




                                                                                                                                                                                                                SITE                                                                                                                  62°44'00"WEST 1248.69'ALONGTHE NORTHERLYLINE OF TERRACESTREETEXTENDED;THENCE
                                                                                                                                                                                                                                                                                                                                                                                                                             HARBOR 31
                                                                                                                                                   EP




                                                                                                                                                                                                                                                                                                                                      WESTERLY269.86'ALONGSAID NORTHERLYLINE ON A 302.48'RADIUSCURVETO THE LEFT, THE
                                                                                                                                                            VIRIDIAN DR
                                                                                                                                                 AC




                                                                                                                                                                                                                LOCATION                                                                                                              CHORD OF WHICH BEARS NORTH 88°17'30"WEST 261.00'; THENCENORTH 46°09'15"WEST 85.84'
                                                                                                                                               RR




                                                                                                                                                                                                                                                                                                                                      ALONGTHE LINE BETWEENLOTS5 AND 6 OF SAIDBLOCK558 TO THE TRUEPLACEOF BEGINNING,
                                                                                                                                              TE




                                                                                                                                                                                                                                    MUSKEGON LAKE                                                                                     SAID POINT BEING ON THE NORTHERLYLINE OF THAT PARCELOF LAND TAKENBY THE CITY OF
                                                                                                                                                           SHORLINE DR                                                                                                                                                                MUSKEGONFOR THE CONSTRUCTIONOF SHORELINEDRIVE,A PEDESTRIANWALKWAYAND THE
                                                                                                                                                                                                                                                                                                                                      RELOCATIONOF THE RAILROADRIGHT OF WAY, (SAID NORTHERLYLINE BEING DESCRIBEDIN
                                                                                                                                                                                                                                                                                                                                      SCHEDULEA ATTACHEDTO CITY OF MUSKEGONRESOLUTIONNO. 98-87(F)AND ADOPTEDBY THE
                                                                                                                                                                                                                                                                                                                                      CITY COMMISSIONON JULY 28, 1998); THENCECONTINUINGALONGSAID LINE BETWEENLOTS 5
                                                                                                                                                                                                                                                                                                                                      AND 6 OF SAID BLOCK558, NORTH46°09'15"WEST 448.41';THENCENORTH27°25'55"EAST 899.22'
                                                                                                                                                                                                                                                                                                                                      TO AN INTERMEDIATETRAVERSELINEALONGTHE SHOREOF MUSKEGONLAKE,SAIDPOINTBEING
                                                                                                                                                                                                                                                                                                                                      CALLED"A", (SAIDPOINT"A" BEINGAPPROXIMATELY36' FROMTHE WATERSEDGEOF MUSKEGON
                                                                                                                                                                                                                                                                                                                                      LAKE; (THE FOLLOWINGSEVEN (7) CALLS BEING ALONG SAID INTERMEDIATETRAVERSELINE)
                                                                                                                                                                                                                                                                                                                                      THENCESOUTH 62°21'32"EAST 649.57'; THENCESOUTH 87°04'39"EAST 570.78'; THENCENORTH
                                                                                                                                                                                                                                                                                                                                      31°56'32"EAST81.67';THENCESOUTH60°03'28"EAST191.75';THENCESOUTH26°40'26"EAST292.27';
                                                                                                                                                                                           N                                                                                                                                          THENCENORTH86°15'34"EAST 281.56';THENCESOUTH50°57'54"EAST 490.90'TO A POINTON THE
                                                                                                                                                                                                                                                                                                                                      NORTHERLYLINE OF SAID PARCELTAKENBY THE CITY, SAID POINT BEING CALLED"B"; THENCE
                                                                                                                                                                                                                                                                                                                                      NORTHEASTERLY95.33', ALONGA 1272.34'RADIUSCURVE TO THE LEFT, THE CHORDOF WHICH
                                                                                                                                                                                                                                                                                                                                      BEARSNORTH71°48'08"EAST 95.30' TO THE NORTHEASTERLYLINE OF SAID BLOCK554; THENCE
                                                                                                                                                                                                                                                                                                                                      NORTHWESTALONG SAID NORTHEASTERLYLINE TO THE WATERSEDGE OF MUSKEGONLAKE;
                                                                                                                                                                                                                                                                                                                                      THENCERECOMMENCINGAT SAID POINT"B"(THEFOLLOWINGSEVEN(7) CALLSBEINGALONGTHE
                                                                                                                                                                                                                                                                                                                                      NORTHERLYLINEOF SAIDPARCELTAKENBY THE CITY),THENCESOUTHWESTERLY        416.86',ALONG   PLANNED UNIT
                                                                                                                              600 SHORELINE DRIVE                         SECTION 19, TOWN 10 N, RANGE 16 E
                                                                                                                                                                                                                                                                                                                                      A 1272.34'RADIUSCURVETO THE RIGHT,THE CHORDOF WHICH BEARS SOUTH83°20'04"WEST
                                                                                                                                                                                                                                                                                                                                      415.00'; THENCENORTH 87°16'46"WEST 904.15'; THENCENORTH 02°43'14"EAST 55.00'; THENCE   DEVELOPMENT
                                                                                                                              CITY OF MUSKEGON                                     42°14'34" N, 86°15'11.3" W                                                                                                                         NORTH 87°16'46"WEST 120.00'; THENCESOUTH 02°43'14"WEST 55.00'; THENCENORTH 87°16'46"
                                                                                                                              MUSKEGON COUNTY, MICHIGAN                      PARCEL #: 61-24-607-000-0000-00                                                                                                                          WEST 222.59'; THENCESOUTHWESTERLY635.15', ALONGA 803.25' RADIUSCURVE TO THE LEFT,
                                                                                                                                                                                                                                                                                                                                      THE CHORD OF WHICH BEARS SOUTH 70°04'05" WEST 618.73' TO THE PLACE OF BEGINNING.

                                                                                                                                                                                                                                                                                                                                      TOGETHERWITH ALL LANDS LYING BETWEEN THE INTERMEDIATETRAVERSELINE AND THE
                                                                                                                                                                                                                                                                                                                                      WATERS EDGE OF MUSKEGONLAKE AND THE NORTHEASTERLYLINE OF SAID BLOCK 554.               CITY OF MUSKEGON, MICHIGAN
                                                                                                                                                                                                                                                                                                                                      CONTAINING 34.2 ACRES MORE OR LESS.

                                                                                                                                                                                                                                     NEW SHORELINE DRIVE (BUSINESS 31)                                                                                                                                                              APPLICANT
                                                                                                                                                                                                                                                                                                                                      SURVEY PROVIDED BY:
                                                                                                                                                                                                                                                                                                                                      BOUNDARY& TOPOGRAPHICSURVEY PROVIDED BY
                                                                                                                                                                                                                                                                                                                                                                            BURGESS SURVEYING
                                                                                                                                                                                                                                                                                                                                                                                            ON A DRAWING DATED
                                                                                                                                                                                                                                                                                                                                                                                                                             HARBOR 31, LLC
                                                                                                                                                                                                                                                                                                                                      10-29-2020.                                                                            2325 BELMONT
                                                                                                                                                                                                                                                                                                                                      BENCHMARKS:                                                                            CENTER DRIVE
                                                                                                                                                                                                                                                                                                                                      ASSUMED BENCHMARK AS DENOTED ON MUSKEGON LAKEFRONT DEVELOPMENT PLANS
                                                                                                                                                                                                                                                                                                                                                                                                                             BELMONT, MI 49306
                                                                                                                                                                                                                                                                                                                                      DEVELOPED BY FELIX AND VANDENBRINK.
                                                                                                                                                                                                                                                                                                                                      BM#1: TOP OF FLANGE BOLT UNDER THE 'E' OF EJIW ON HYDRANT: LOCATED +- 70 FEET WEST &
                                                                                                                                                                                                                                                                                                                                            ±10 FEET SOUTH OF SOUTHEAST PROPERTY CORNER.
                                                                                                                                                                                                                                                                                                                                             ELEVATION = 594.88 (BASIS PLAN ELEVATION SHOWN)                                 616-458-5554
                                                                                                                                                                                                                                                                                                                                      NAVD88 ELEV = (PLAN ELEVATION)-(0.42 FEET)


                                                                                                                                                                                                                                     KEY MAP                                                                           N              COORDINATE SYSTEM:
                                                                                                                               THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY PIPES, CONDUITSOR                                    1"=200'                                                                                                                                                                                     RELEASE DATE
                                                                                                                               STRUCTURESSHOWNON THESEPLANSWAS OBTAINEDBY A SEARCHOF THE AVAILABLE                                                                                                                                    COORDINATES & BEARINGS ARE BASEDMICHIGAN
                                                                                                                                                                                                                                                                                                                                                                       ON      STATE PLANE SOUTH ZONE
                                                                                                                                                                                                                                                                                                                                                                                                  , NAD83(HARN)
                                                                                                                                                                                                                                                                                                                                                                                                             ,
                                                                                                                               RECORDS.THE CONTRACTORIS REQUIREDTO TAKEDUE PRECAUTIONARY     MEASURESTO                                                                                                                               INTERNATIONAL FEET
                                                                                                                                                                                                                                                                                                                                                      .                                                                            DATE DESCRIPTION
                                                                                                                               PROTECTTHE UTILITYLINESSHOWNON THESEDRAWINGS.THE CONTRACTORFURTHER
                                                                                                                               ASSUMESALL LIABILITY AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITSOR                                                                                                                               NAVD88 ELEVATIONS ARE 0.42 FEET LOWER THAN THE SITE.                                        11/19/2020 PUD AMENDMENT
                                                                                                                               STRUCTURESSHOWNOR NOT SHOWNON THESE DRAWINGS.THE CONTRACTORSHALL
                                                                                                                               POTHOLEALL EXISTING UTILITIES TO VERIFY THE LOCATIONAND ANY DISCREPANCY                                                                                                                                FLOODPLAIN DATA:
Thursday, November-19-2020 at 1:51pm W:\2009084GR Harbor 31 – Overall Site\Drawings - 2009084GR\Civil\PUD\084C-001.dwg rjoe




                                                                                                                                                                                                                                                                                                          0            200'    400'
                                                                                                                               BETWEEN THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
                                                                                                                                                                                                                                                                                                                                      ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE
                                                                                                                                                                                                                                                                                                                                      MAP (FIRM), NUMBER
                                                                                                                                                                                                                                                                                                                                                       26121C0257D
                                                                                                                                                                                                                                                                                                                                                                 , EFFECTIVE DATE:
                                                                                                                                                                                                                                                                                                                                                                                JULY 6 2015,NATIONAL FLOOD INSURANCE
                                                                                                                                                                                                                                                                                                                                      PROGRAM, AS PUBLISHED BY FEMA.

                                                                                                                                                                                                                                                                                                                                      THE SUBJECT PROPERTY IS IN ZONE AE DEFINED AS AREA INUNDATED BY THE BASE FLOOD WITH
                                                                                                                                                                                                                                                                                                                                      BASE FLOOD ELEVATIONS DETERMINED WITH A BASE FLOOD ELEVATION OF 584.82. (ASSUMED)
                                                                                                                                                                                                                                                                         CIVIL SHEET INDEX:
                                                                                                                                                                                                                                                                         C-001   CIVIL COVER SHEET                                    WETLAND DATA:
                                                                                                                                                                                                                                                                         C-101   CIVIL EXISTING CONDITIONS & DEMOLITION PLAN
                                                                                                                                                                                                                                                                                                                                      THERE ARE DELINEATED WETLANDS WITHIN THE PROJECT LIMITS. A PART 301 AND PART 303
                                                                                                                                                                                                                                                                         C-102   CIVIL OVERALL LAYOUT PLAN
                                                                                                                                                                                                                                                                                                                                      PERMIT ARE IN PROCESS WITH EGLE.
                                                                                                                                                                                                                                                                         C-103   CIVIL DETAILED LAYOUT PLAN - WEST
                                                                                                                                                                                                                                                                         C-104   CIVIL DETAILED LAYOUT PLAN - EAST
                                                                                                                                                                                                                                                                         C-105   CIVIL UTILITY & GRADING PLAN - WEST
                                                                                                                                                                                                                                                                         C-106   CIVIL UTILITY & GRADING PLAN - EAST                  PROJECT DESCRIPTION:
                                                                                                                                                                                                                                                                         C-107   FIRE ACCESS PLAN                                     THIS PROJECT ADDRESSES AMENDING THE EXISTING PLANNED UNIT
                                                                                                                                                                                                                                                                         C-108   CIVIL OVERALL LIGHT PLAN                             DEVELOPMENT FOR MUSKEGON LAKESHORE SMARTZONE
                                                                                                                                                                                                                                                                         L-101   LANDSCAPE PLAN                                       CONDOMINIUM.

                                                                                                                                                                                                                                                                                                                                                                                                                                   PROJECT


                                                                                                                                                                                                                                                                                                                                                                                                                                  2009082GR
                                                                                                                                                                                                                                                                                                                                                                                                                                   SHEET



                                                                                                                                                                                                                                                                                                                                                                                                                                CIVIL COVER SHEET

                                                                                                                                                                                                                                                                                                                                                                                                                                       C-001
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                                                                                                                                                                                                                                                                                                                     TO REMAIN                                                                                                    5558
                                                                                                                                                                                                                                                                                                                                                                                                                                     88210                                                                                                                                                                                                                                                                                                                                                                                                                                                           STM                                          UG-E                          REMOVE UNDERGROUND UTILITY                       Grand Rapids, MI 49544
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                                                                                                                                                                                                                                                                                                                                                                                                                                            E                                                                                                                                                                                                                                                                                                                                                                                                                                                             G                                            G                        REMOVE GAS




                                                                                                                                                                                                                 UG
                                                                                                                                                                                                                                                                                                                                                                                                                                                 264                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 www.paradigmae.com
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EDGE OF PROPOSED
                                                                                                                                                                                                                                                                                                                                                                                   UG




                                                                                                                                                                                                                 E  -
                                                                                                                                                                                                                                                                                  REMOVE EXISTING                                                                                                                                                   .75
                                                                                                                                                                                                                                                                                                                                                                                     -T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                REMOVE ELECTRIC
                                                                                                                                                                                                                                                                                                                                                                                        E    -

                                                                                                                                                                                                                                                        5
                                                                                                                                                                                                                                                                                                                                                                                          UG
                                                                                                                                                                                                                                                                                                                                                                                                                                                       '                                                                                                                                                                                          N31°56'32"E 81.67'                                                                                   BOARDWALK EASEMENT ENDS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         UG-E                                         UG-E

                                                                                                                                                                                                                                                      59                                                                                                                                                                                                                                                                                                                           BOARDWALK
                                                                                                                                                                                                                                                                                                                                                                              WT

                                                                                                                                                                                                                                                                                  SANITARY SEWER                                                                                                                                                                                                                                                                                                                                                                                                                     580




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   38'±
                                                                                                                                                                                                                                                                                                                                                                                R




                                                                                                                                                                                                                                                                                                                                                                               '
                                                                                                                                                                                                                                                                                                                                                                                                 SA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   S62




                                                                                                                                                                                                                                                                                                                                                                           .24
                                                                                                                                                                                                                                                                                                                                                                                                   N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       °21                                                                                                                                                                                                       S60                                                   AT EASTERLY LINE OF UNIT N                                                                                                                        UG-T                                         UG-T                      REMOVE TELEPHONE
                                                                                                                                                     EXISTING WATER HYDRANT




                                                                                                                                                                                                                                                                                                                                                                       323
                                                                                                                                                                                                                                                                                REMOVE EXISTING                                                                                                                                                                                            '3         2"E                                                                          55580
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      88321                                                                                                         °03
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 137 '28"E




                                                                                                                                                                                                             M
                                                                                                                                                                 TO REMAIN                                                                                                                                                                                                                                                                                                                                  3 8.




                                                                                                                                                                                                           ST




                                                                                                                                                                                                                                                                                                                                                             0"E
                                                                                                                                                                                                                                                                                MANHOLE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         25'±
                                                                                                                                                                                                                                                                                                                                                                                                 586                                                                                                            38'                                                                                                                                                                                 .87




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               25'±
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        '




                                                                                                                                                                                                                                                                                                                                                         '0
                                                                                                                                                           REMOVE EXISTING                                                                                                                                                                                                                                                                                                                                                  S87°04'39"E 226.46'




                                                                                                                                                                                                                                                                                                                                                     °41




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ±
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       S87°04'39"E 165.82'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      36'
                                                                                                                                                        DUMPSTER AND WALL
                                                                                                                                                                                                                                                                                          MW                                                                                                585




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  N02°51'38"E
                                                                                                                                                                                                                                                                                                                                                    N27
                                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                                                      UUGGT-R                                                                                                                                                                                                                                                                                                                                                                                 S87°04'39"E 178.50'
                                                                                                                                                                                                                                                                                                                              590
                                                                                                                                                                                                                                                                                     MW




                                                                                                                                                                                                                                             S63          -TE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             585                                                                                                                                                                                                       53.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   139.49'
                                                                                                                                                                                                                                               ST

                                                                                                                                                                                                                                                                                                                              EXISTING WATERMAIN
                                                                                                                                                                                                                                                  M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          88'
                                                                                                                                                                                                                                           284 °03'51




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S02°31'46"W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          20' WIDE EASEMENT




                                                                                                                                                                                                                                                                                                                                                     58




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         S02°21'02"W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING SANITARY                                                                                                                                                   580




                                                                                                                                                                                                                                                                                                                                                       5
                                                                                                                                                                                                                                              .77     "E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                124.23'
                                                                                                                                                                                                                                                                                                                              TO BE REMOVED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3"W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       '
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           117.37'
                                                                                                                                                                                                                                                  '      335




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           S3 15.31
                                                                                                                                                                                                                                                             .04                                                                                                                                                                                                                                                          FOR STORM SEWER                                                                                                       MANHOLE TO REMAIN                                                                                                                HIGH WATER MARK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 7'0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     M
                                                                                                                                                                                                                                                                                 '




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ST
                                                                                                                                                                                                                                                                                                                                     EXISTING WATERMAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2°2
                                                                                                                                                                                                                                                                                                         UUGG
                                                                                                                                                                                                                                                                                                             --TE                                                                                                                                                                                                         EXISTING SANITARY                                                                                                    EXISTING SANITARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         58
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1
                                                                                                                                                                                                                                                                                                                                     TO REMAIN                                                                                                                                                                                                                                  L=199.25' R=85.00'




                                                                                                                                                                                                M
                                                                                                                                                                                                                                                                                                                                                                                                                                                      S88°02'57"E                                                        STRUCTURE TO REMAIN




                                                                                                                                                                                              ST
                                                                                                                                                                                                                              587                                                                                                                                                                                                                                                                                                                                                                                                             STRUCTURE TO REMAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     S26
                                                                                                                                                                                                                                                                                                                                          WT
                                                                                                                                                                                                                                                                                                                                                                                                                                                     R 169.33'                                                     585
                                                                                                                                                                                                    REMOVE EXISTING TELEPHONE &                                                                                                                                                                                                                                                                                                   S87°08'22"E
                                                                                                                                                                                                                                                                                                                                            R                                                                                                     WT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S86°37'13"E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        °40
                                                                                                                                                                                                                                                                                                                                                                                                                      M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  74.97'




                                                                                                                                                                                                                                                                                                                                                                                                                   ST
                                                                                                                                                                                                      UNDERGROUND ELECTRIC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   585
                                                                                                                                                                                                                                                                                                                                                                                                          121 '00"E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                S87°08'22"E                        192.48'                                                                 S02°27'02"W 582




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           '26"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   G




                                                                                                                                                                                                                                                                                                                                                                                                             °41 G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                68.18'                                                                                                     104.11'




                                                                                                                                                                                                                                                                                                                                                                                                                 '




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          E2
                                                                                                                                                                                                                                                                                                                                                                                                             .08
                                                                                                                                                                                                                                                                                                                                                                       170
                                                                                                                                                                                                                                                                                                                                                                          . 79'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                L=120.49' R=249.62'




                                                                                                                                                                                                                                                                                                                                                                                                          N27
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  '                                                                                                                                                                                                            20' WIDE EASEMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            92.2
                                                                                                                                                                                               GRAND VALLEY STATE UNIVERSITY                                                                                                                                                                                                                                                        23   3. 0 0                                                                                                                                                   L=242.33' R=233.00'                                                                                                                              APPROXIMATE EDGE
                                                                                                                                                                           73'



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    G

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 R=                                                                                                                                                                                                                            FOR STORM SEWER




                                                                                                                                                                                                                                                                           197 '55"E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                7'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               582
                                                                                                                                                                                                                                                                                                                                                                                368
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   VIRIDIAN DRIVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WTR
                                                                                                                                                                        71.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         7   '                                                                                                                            WTR             G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   OF WATER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              587
                                                                                                                                                                                                                                                                                                                                                                                   .06                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       INTERMEDIATE
                                                                                                                                                                                                                                                                                                                                                                                      '                                                                              6.0




                                                                                                                                                                                                                                                                                  '
                                                                                                                                                                                                                                                                              °25
                                                                                                                                                                                                                                                                              .93
                                                                                                                                                                     E5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                26                                                                                             589
                                                                                                                                                                                     M




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      580
                                                                                                                                                                                   ST




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                           L=                                                                                                                                                                                                                                                                                                                                                                                                                TRAVERSE LINE




                                                                                                                                                                                                                                                                   N2 7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     STM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SAN
                                                                                                                                                                                                                                                                                                                                                                                                                           139                                                                                                                                                                                                                              585
                                                                                                                                                                   '55"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      STEVE J. ACHRAM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         M
                                                                                                                                                                                                                                                                                                                                                                                                                              .72                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ST
                                                                                                                                                                                                                                                                                                                                                                                                                                   '                                                                                                                                                                                                                        G                                                                                                                                                                                                                                                                                                                                           58                    MI - REGISTRATION #6201054728




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         5585
                                                                                                                                                                   °25




                                                                                                                                                                                                                                                                                                                                                                                                                 G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EXP. DATE 10/03/2023
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      N87°08'22"W




                                                                                                                                                                                                                                                                                     585
                                                                                                                                                                                                                                    586                                                                                                                                                                                                                                                                                                                                                                  N87°08'22"W                                55885                                      N63°06'41"E
                                                                                                                                                                                              L=56.87' R=102.00'
                                                                                                                                                                N27




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           74.97'
                                                                                                                                                                                                                                                                                                                    EASEMENT TO CONSUMERS ENERGY                                                                                                                                                                                                                                                         68.18'                                                                                138.26'                                                                                                                                                                                                                      HIGH WATER MARK                                                                                       PROJECT
                                                                                                                                                                                              L=41.31' R=73.00'                                                 32.                                                                                                                                                                                                                                         L=57.98' R=85.00'                                                                                                                                                                                                                                                                           N86°15'34"E 281.56'
                                                                                                                                                                                                                                                                                                                       PER LIBER 3630, PAGE 646 &                                                                                                                                                                                                                                                L=57.98' R=85.00'                                                                                                                     EASEMENT TO CONSUMER ENERGY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            HARBOR 31
                                                                                                                                                                                                                                                                      85'                  N62                                                                                                                                                                                                    L=190.70' R=167.00'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   58
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TERRACE STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        MW




                                                                                                                                                                                                                                                                                                                                                                                                                                                         M
                                                                                                                                                                                                                                                                                                  °34                     LIBER 3652, PAGE 851




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               5                                                                                                                                                                                                                       PER LIBER 3630, PAGE 646 &




                                                                                                                                                                                                                                                                                                                                                                                                                                                       ST
                                                                                                                                                                                                                                                                                                        '05"                                                                                                                                                                                                 58




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        58




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              580
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          L=173.69' R=167.00'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   MW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    583




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SAN
                                                                                                                                                                                                                                                                                                               W




                                                                                                                                                                                                                                                                                                                                                                                                                           125 '55"W
                                                                                                                                                                                                                       585                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LIBER 3652, PAGE 851
                                                                                                                                                                                 VIR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   585
                                                                                                                                                                                                                                                                                                                     227                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   17


                                                                                                                                                                                                                                                      138 '55"E
                                                                                                                                                                                                            N62°34'05"W                                                                                   194                 .45             EXISTING SANITARY                                                                                                                                                                                                                                                                                                                                                                                                                                                            58                                2.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S27
                                                                                                                                                                                     IDIA                                                                                                                                         '




                                                                                                                                                                                                                                                                                                                                                                                                                              R 0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1




                                                                                                                                                                                                                                                                                                                                                                                                                              °25
                                                                                                                                                                                                                359.50'                                                                                             .60                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         6'




                                                                                                                                                                                                                                                                                                                                                                                                                            WT .8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             586
                                                                                                                                                                                                                                                                                                                          '                   MANHOLE TO REMAIN                                                                                                                    EXISTING STORM




                                                                                                                                                                                                                                                                                                                                                                                                                                               125 '55"E
                                                                                                                                                                                                                                                                                                                                                                                                                                       G
                                                                                                                                                                                                                                                            '
                                                                                                                                                                                                                                                         °25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                °32 G
                                                                                                                                                                                                                                                         .70
                                                                                                                                  EXISTING WATER HYDRANT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              582




                                                                                                                                                                                                                                                                                                                                                                                                                           S27
                                                                                                                                                                                         ND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ±
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ABANDON STORM EASEMENT
                                                                                                                                                                                                                                                  N27




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   '58"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            54'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CATCH BASINS TO REMAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                       '
                                                                                                                                                                                                     RIV




                                                                                                                                                                                                                                                                                                                                                                                                                                                   °25
                                                                                                                                              TO REMAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                   .80




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     10' WIDE EASEMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                               N27
                                                                                                                                                                                                        E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  582
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        N02°51'38"E                                                N27°32'58"W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     150
                                                                                                                                                                                                                                                                                  EXISTING SANITARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  58




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       58
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       150.27'                                                                                                                                                                                                                                      S5




                                                                                                                                                                                                                                                                                                                                                        S19° 5'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FOR STORM SEWER                                                                                                    259.68'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    6
                                                                                                                                                                                                    WT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0°5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        5


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING STORM PIPE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         27'
                                                                                                                                                                                                                                                                                 MANHOLE TO REMAIN
                                                                                                                                                                                                      R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   WT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   N87°01'44"W                                                                                                                                                                                                                                                                                                                                                             7'5




                                                                                                                                                                                                                                                                                                                                                           117.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 N87°01'44"W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             M
                                                                                                                                                                                                                                                                                                                                                                                                                                           M
                                                                                                                                                                                                                                                                                                                                                            00'00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        585




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        N87°01'44"W                                                                                                                                                                                                           TO BE REMOVED                                                                                     4"E




                                                                                                                                                                                                                                                                                                                                                                                                                                         ST
                                                                                                                                                                                                                                                                                 L=301.59' R=192.00'                                                                                                                                                                                                                                 94.42'




                                                                                                                                                                                                                                                                                                                                                               2
                                                                                                                                                                                                                                       N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   220.72'                                                                                                                                                                                                                                                                                                                                                                                                                            49
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          105.35'
                                                                                                                                                                                                                                          SA




                                                                                                                                                                                                                                                                                                                                                                 "E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      N87°01'44"W                                                                                                                                          20' WIDE EASEMENT                                                                582                         0.9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  '
                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTING STORM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .77
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0'
                                                                                                                                                                                                                                                                                                                                                                                                               G




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            215
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        219.26'                                                                                                                                            FOR STORM SEWER
                                                                                                                                                                EXISTING WATER HYDRANT                                                                                                                                                                                                                                                                MANHOLE TO REMAIN                                                                                                                                                                                                                                                                 58




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  58
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            N02°51'38"E
                                                                                                                                                                                                                                                                                                 G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0"E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING WATER MAIN                                                                                                                                                                                                                                                                                  31




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    5
                                                                                                                              20' WIDE EASEMENT TO                          TO REMAIN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING STORM                                                                                                                                                8.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                259.88'                                                                                                                                                              =2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    5'3
                                                                                                                                                                                                                                                                                                                                                                                                                                                 L=405.27' R=258.00'
                                                                                                                                                                                                                                                                                          N

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            4'
                                                                                                                                                                                                                                                                                           SA
                                                                                                                                                                                                                                                                  WT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TO REMAIN




                                                                                                                                                                                                                                                                                                                                                                                                          558855
                                                                                                                                                                                                          EXISTING WATER5 MAIN                                                                                                                                                                                                                                                                                                                                                                                                                                                                            33




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 L
                                                                                                                              CONSUMERS ENERGY PER
                                                                                                                                                                                                                                                                           R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CATCH BASINS TO REMAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0°5
                                                                                                                                                                                                                                                                                                                                                         G

                                                                                                                                                                                                                                                                                                                                                                                                                                                            20' WIDE EASEMENT                                                                                                                                                                                                                                  .52
                                                                                                                                                                                                               TO REMAIN 84                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 583




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           20' WIDE EASEMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             N3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     '
                                                                                                                                                                                                                                           584




                                                                                                                              LIBER 3591, PAGE 578




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                            FOR STORM SEWER                                                 N02°43'14"E            N87°16'46"W                                S02°43'14"W                                                                                                                R=                                                           584
                                                                                                                                                                                                                                                                                                                                                        STM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               22 4
                                                                                                                                                                                                                      EXISTING SANITARY                                                                                                                                                                                                                                                                                          55.00'              120.00'                                  55.00'                       FOR STORM SEWER                                                                                            .00'                                      585
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    N87°16'46"W
                                                                                                                                                                                                                      MANHOLE TO REMAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SAN




                                                                                                                                                                                                                                                                                                                                                                                        S19° 4'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            WTR               G                                                                                         SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      397WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .90'                                            L =13 3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .7 2'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               VIRIDIAN DRIVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WTR




                                                                                                                                                                                                                                                                                                                                                                                           41.3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   G




                                                                                                                                                                                                                                                                                                                                                                                            00'00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             R=
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S87°16'46"E 222.59'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               15
                                                                                                                                                                    N4                                                                                      20' WIDE SANITARY                                                                           3. 2 5 '
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3    .0
                                                                                                                                                                                                                                                                                                                                                                                                                                       CK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SAN
                                                                                                                                                                                                                                                                                                                                                                                                             A

                                                                                                                                                                                                                                                                                                                                                                                                  "E
                                                                                                                                                                                                                                                                                                                                                                                                     ROAD TR
                                                                                                                                                                      6°                                                                                                                                                                            0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0
                                                                                                                                                                                                                                                            SEWER EASEMENT                                                        R =8
                                                                                                                                                                         09                                                                                                                                                 .12 '                                                           CSX RAIL                                                                                                                                                                                                                                                                                             S87°16'46"E 904.15'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PLANNED UNIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       3 4'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            R =12 7 2.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            '
                                                                                                                                                                                                             584




                                                                                                                                                                           '15                                                                                                                                          3 5
                                                                                                                                                                              "W                                                                                                                                    L=6                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  L = 512.19 '
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             590
                                                                                                                                                                              44
                                                                                                                                                                                8.4
                                                                                                                                                                                   1'
                                                                                                                                                                                                                                                                                                                                                                                                                                   SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CSX RAILROAD TRACK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DEVELOPMENT
                                                                                                                                                                                                                                                                                                                                                                                    SAN
                                                                                                                                                                 10' STRIP OF LAND                                                                                                                                                                7
                                                                                                                                                                        IS LIMITED                                                                                                                                                              58                                                                                                                               CSX RAILROAD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         590
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                589




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     59
                                                                                                                                                                COMMON ELEMENT                                                                                                                                                                                                                                                                                                           R/W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  WTR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 158.55' R/W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WTR


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 NEW SHORELINE DRIVE (BUSINES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SAN                                                                     WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PORTION OF VIRIDIAN DRIVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S 31)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     589
                                                                                                                                                                                                                                           585
                                                                                                                                                                                                                                                                                               SA
                                                                                                                                                                                                                                                                                                  N
                                                                                                                                                                                                                                                                                                                                                EXISTING SEWER MAIN TO REMAIN                                                                                                                                                                                                                                                                                                                                                              TO BE VACATED                                                                                SOUTHBOUND                                                                                                                                                                          CITY OF MUSKEGON, MICHIGAN
                                                                                                                                                                                                                                                                                                                                                                               7
                                                                                                                                                                                                                                                                                                                                                                            58




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          589                               590

                                                                                                                                                                                                                                                                                                                                                                                             585           587
                                                                                                                                                                                                                                                                                                                                                                                                                     588    58
                                                                                                                                                                                                                                                                                                                                                                                                                               9 591 592                                                                                                                                                                                                                                                                                                                                                                                                NORTHBOUND                                                                                                                                                                                 APPLICANT
                                                                                                                                                                                                                                                                                                                                                                                            586                                                                                                                                                                                                                                                                                                                                                                                       590

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  591
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            HARBOR 31, LLC
                                                                                                                                                                                                                                                                                                                                                                                                                                                593




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       590
                                                                                                                                                                                                                                                585                                                                                                                                              58
                                                                                                                                                                                                                                                                                                                                                                                                    9                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                586    587
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   591
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          592
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               586
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2325 BELMONT
                                                                                                                                                                                                                                                                                                                                                                                                                                                           593
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        592                                                                                                                                                    59
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      58
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CENTER DRIVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BELMONT, MI 49306
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           594
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               593
                                                                                                                                                                                                                                                                           586




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      588
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        593                                                                                                                      59
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    4                                                                                                    595
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        595     596 97
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   587
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   5


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            616-458-5554



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RELEASE DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DATE DESCRIPTION

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 11/19/2020 PUD AMENDMENT
                                                                                                                                DEMOLITION NOTES:
Thursday, November-19-2020 at 1:53pm W:\2009084GR Harbor 31 – Overall Site\Drawings - 2009084GR\Civil\PUD\084C-101.dwg rjoe




                                                                                                                                ALL MATERIAL THAT IS NOT SUITABLE AS BACKFILL AND MATERIALS THAT ARE EXCESS SHALL BE
                                                                                                                                REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND
                                                                                                                                FEDERAL REGULATIONS.

                                                                                                                                ALL AREAS OF UNDERGROUND DEMOLITION; UTILITY LINE REMOVAL; AND UNDERGROUND TREE,
                                                                                                                                STUMP, AND VEGETATION REMOVAL SHALL BE BACKFILLED.

                                                                                                                                BACKFILLING SHALL PROMPTLY FOLLOW UNDERGROUND DEMOLITION OR REMOVAL WORK AND
                                                                                                                                SHALL CONTINUE AS THE DEMOLITION PROGRESSES.

                                                                                                                                CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR AND OBTAINING ALL NECESSARY
                                                                                                                                DEMOLITION PERMITS AND PAYING FOR ANY ASSOCIATED PERMIT FEES.

                                                                                                                                NOTIFY ARCHITECT/ENGINEER OF ANY OTHER UNDERGROUND MATERIALS OR EQUIPMENT
                                                                                                                                ENCOUNTERED DURING EXCAVATION NOT SPECIFICALLY NOTED ON THE DRAWING(S).

                                                                                                                                PRIVATE UTILITY REMOVAL - CONTRACTOR TO COORDINATE PRIVATE UTILITY (GAS, ELECTRIC,
                                                                                                                                PHONE, CABLE, ETC.) REMOVAL WITH APPROPRIATE AUTHORITY. ALTHOUGH ALL PRIVATE UTILITY
                                                                                                                                SERVICES MAY NOT BE SHOWN ON THIS DRAWING, CONTRACTOR IS RESPONSIBLE FOR REMOVAL
                                                                                                                                OF SERVICE AS NECESSARY.

                                                                                                                                PUBLIC UTILITY REMOVAL - CONTRACTOR TO COORDINATE PUBLIC UTILITY (WATER, SEWER,                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROJECT
                                                                                                                                STORM) REMOVAL WITH APPROPRIATE UTILITY COMPANY. ALTHOUGH ALL PUBLIC UTILITY
                                                                                                                                SERVICES MAY NOT BE SHOWN ON THIS DRAWING, CONTRACTOR IS RESPONSIBLE FOR REMOVAL
                                                                                                                                OF SERVICE AS NECESSARY.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2009082GR
                                                                                                                                WHERE CURBING OR PAVEMENT IS INDICATED TO BE REMOVED, IT SHALL BE SAWCUT FULL
                                                                                                                                DEPTH. REMOVE TO THE NEAREST JOINT, IF THE JOINT IS WITHIN 3 FEET OF THE REMOVAL LINE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        N                         SHEET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY PIPES, CONDUITSOR
                                                                                                                                VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR TO BEGINNING WORK.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STRUCTURESSHOWNON THESEPLANSWAS OBTAINEDBY A SEARCHOF THE AVAILABLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RECORDS.THE CONTRACTORIS REQUIREDTO TAKEDUEPRECAUTIONARY      MEASURESTO
                                                                                                                                EXISTING MONITORING WELLS TO BE ABANDONED PER EGLE REGULATIONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROTECTTHE UTILITYLINESSHOWNON THESEDRAWINGS.THE CONTRACTORFURTHER                                                                                                                                                 CIVIL EXISTING
                                                                                                                                EXISTING VEGETATION SHALL BE SAVED IF PRACTICAL.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ASSUMESALL LIABILITY AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITSOR                                                                                                                                           CONDITIONS &
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              STRUCTURESSHOWNOR NOT SHOWNON THESE DRAWINGS.THE CONTRACTORSHALL
                                                                                                                                OUTDOOR AND ROOFTOP MECHANICAL EQUIPMENT AND OUTDOOR STORAGE WILL BE SCREENED.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATIONAND ANY DISCREPANCY                                                                                                                                          DEMOLITION PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0                                                                                                               100'         200'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BETWEEN THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      C-101
                                                                                                                                                                                                                                                   BOARDWALK EASEMENT ENDS
                                                                                                                                                                                                                                                   AT WESTERLY LINE OF UNIT D

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PARADIGMDESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ARCHITECTS | ENGINEERS
                                                                                                                                                                                                                                                                                     BOARDWALK EASEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     550 3 Mile NW, Suite B
                                                                                                                                                                                                                                                                                     TO WATERS EDGE                                                                                                                                                                                                                                                                                  Grand Rapids, MI 49544
                                                                                                                                                                                                                                                                                     (GENERAL COMMON ELEMENT)                                                                                                                                                                                                                                                                            (616) 785-5656
                                                                                                                                                                                                                                                                                                                                                MUSKEGON LAKE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Grand Rapids | Phoenix | Traverse City
                                                                                                                                                                                         10' STRIP OF LAND                                                                                                                                                                                                                                                                                                                                                                               www.paradigmae.com
                                                                                                                                                                                                IS LIMITED                                                                           APPROXIMATE EDGE OF
                                                                                                                                                                                        COMMON ELEMENT                                                                               WATER (10/20/20)
                                                                                                                                                                                                                                                                                                                                                                                                                                 ALL OF THE COMMON AREAS
                                                                                                                                                                                                                                                                                                                                                                                       BOARDWALK EASEMENT                        ARE SUBJECT TO THE
                                                                                                                                                                                                                                                                                                                                                                                           TO WATER'S EDGE                       RIPARIAN EASEMENT PER
                                                                                                                                                                                                                                                                                                                                                                                  (GENERAL COMMON ELEMENT)                       LIBER 3707, PAGE 405 &
                                                                                                                                                                                                                                                                                                                                                                                                                                 LIBER 3707, PAGE 733
                                                                                                                                                                                                                                                                                                                  INTERMEDIATE
                                                                                                                                                                      EXISTING 20' STORM SEWER                                                                                                                   TRAVERSE LINE
                                                                                                                                                                                     EASEMENT
                                                                                                                                                                                                                                       D                                                                                                                                                                                                            BOARDWALK EASEMENT ENDS
                                                                                                                                                                                                                                                                                                                                                                                                                                                    AT EASTERLY LINE OF UNIT N


                                                                                                                                              ZONED B-2 PUD
                                                                                                                                           CONVENIENCE BUSINESS
                                                                                                                                              TERRACE POINT                                                                                                                                   ZONED FBC - MSW                                                                                                                                                                                                                                                                             STEVE J. ACHRAM
                                                                                                                                              CONDOMINIUMS                                                                                                                                      VIDANORA @                           ZONED FBC - MSW                                                                                                                                                                                                                              MI - REGISTRATION #6201054728
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXP. DATE 10/03/2023
                                                                                                                                                                                                                                                                                              EDISON LANDING                      20' WIDE EASEMENT
                                                                                                                                                                                                                                                                                                                                  FOR STORM SEWER                                                                                                                                                                                                                                     PROJECT


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                HARBOR 31
                                                                                                                                                                                                                  ZONED FBC - MSW                                                                                                                                                                      F                                                                                   APPROXIMATE EDGE
                                                                                                                                                                                                            GRAND VALLEY STATE UNIVERSITY                                                                                                                                                                                                                                                  OF WATER            INTERMEDIATE
                                                                                                                                                                                                                                                                                                                                                                            VIRIDIAN DRIVE                                                                                                                     TRAVERSE LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                         G
                                                                                                                                                                                                                                                         EASEMENT TO CONSUMERS ENERGY
                                                                                                                                                                                                                                                            PER LIBER 3630, PAGE 646 &                                                                                                                                                20' WIDE EASEMENT
                                                                                                                                                                                                                                                               LIBER 3652, PAGE 851                                                                                                                                                   FOR STORM SEWER


                                                                                                                                                                                                                                                                                                                                                                                                                       EASEMENT TO CONSUMER ENERGY




                                                                                                                                                                                                                                                                                                                                                       TERRACE STREET
                                                                                                                                                                                                                                                                                                                                                                                                                       PER LIBER 3630, PAGE 646 &
                                                                                                                                                                                                                                                                                                                                                                                                                        LIBER 3652, PAGE 851
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           RY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ERS
                                                                                                                                                                                                                                                              C                                                                                                                                                                                                                                                                                   O
                                                                                                                                                                                                                       VIR
                                                                                                                                                                                                                          IDIA
                                                                                                                                                                                                                              ND                                                                         10' WIDE EASEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             H
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   NC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PLANNED UNIT
                                                                                                                                                                                                   A                            RIV
                                                                                                                                                                                                                                   E                                                                     FOR STORM SEWER
                                                                                                                                                                                                                                                                                                                                         E                              E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DEVELOPMENT
                                                                                                                                    20' WIDE EASEMENT TO
                                                                                                                                    CONSUMERS ENERGY PER
                                                                                                                                    LIBER 3591, PAGE 578

                                                                                                                                                                                                                          20' WIDE SANITARY
                                                                                                                                                                                                                          SEWER EASEMENT                                                                                                                                                                                                                                                                                                                                        CITY OF MUSKEGON, MICHIGAN
                                                                                                                                                                                                                                                                                                                 20' WIDE EASEMENT                                                 20' WIDE EASEMENT
                                                                                                                                                                                                                                   B                                                    ROAD TR
                                                                                                                                                                                                                                                                                                  ACK            FOR STORM SEWER                                                   FOR STORM SEWER
                                                                                                                                                                                                                                                                                CSX RAIL                                                                                                                                                                                                                                                                                               APPLICANT




                                                                                                                                                                                                                                                                                                                                                                                                                                         66'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CSX RAILROAD TRACK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                HARBOR 31, LLC
                                                                                                                                                                               10' STRIP OF LAND
                                                                                                                                                                                      IS LIMITED                                                                                                                  CSX RAILROAD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2325 BELMONT
                                                                                                                                                                              COMMON ELEMENT                                                                                                                              R/W
                                                                                                                                                                                                                                                                                                                                                                                NEW SHORELINE DRIVE (BUSINES                                                                                                                                                                    CENTER DRIVE




                                                                                                                                                                                                                                                                                                                                                                                                                                       158' R / W
                                                                                                                                                                                                                                                                                                                                                                                                                         S 31)                                                            SOUTHBOUND                                                                            BELMONT, MI 49306
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NORTHBOUND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                616-458-5554



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RELEASE DATE

                                                                                                                                                                                                                                                                                                                                                                                                UNIT DATA:                                                                                                                                                                            DATE DESCRIPTION

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     11/19/2020 PUD AMENDMENT
Thursday, November-19-2020 at 1:53pm W:\2009084GR Harbor 31 – Overall Site\Drawings - 2009084GR\Civil\PUD\084C-102.dwg rjoe




                                                                                                                                                                                                                                                EXISTING LEGEND
                                                                                                                                                                                                                                                                                            GENERAL LAYOUT NOTES:
                                                                                                                                                       PROPOSED LEGEND
                                                                                                                                                                                                                                                                                            REFER TO ARCHITECTURAL PLANS FOR DETAILS
                                                                                                                                                                                                                                                                                                                                   CONCRETE
                                                                                                                                                                                                                                                                                                                                     OF     DOOR STOOPS
                                                                                                                                                                                                                                                                                                                                                     , TRUCK DOCK AND
                                                                                                                                    SIGN                         SIGN WITH BASE                    BUMPER BLOCK        SIGN            TRASH ENCLOSURE                                      WALLS, ANDDUMPSTER ENCLOSURE
                                                                                                                                                                                                                                                                                                                       .
                                                                                                                              EM    ELECTRIC METER               LANDING AREA                      SIDEWALK RAMP                                                  CURB & GUTTER
                                                                                                                                                                                                                                                                                            REFER TO ARCHITECTURAL FOUNDATION PLAN FOR DETAILING OF BUILDING AND EXACT BUILDING
                                                                                                                              FDC   FIRE DEPARTMENT CONNECTION   HYDRANT                    XFMR   TRANSFORMER
                                                                                                                                                                                                                                                                  CENTER LINE               DIMENSIONS.
                                                                                                                                                                                                                                                                  PROPERTY LINE
                                                                                                                              WM    WATER METER                  LIGHT POLE                        TRASH ENCLOSURE                                                DITCH                     REFER TO LANDSCAPE PLAN FOR RESTORATION OF ALL NON PAVED SURFACES.
                                                                                                                                    MONUMENT SIGN
                                                                                                                                                                                                                                                                                            ALL DIMENSIONS SHOWN TO CONCRETE CURB AND GUTTER ARE TO BACK OF CURB UNLESS                           SITE DATA:
                                                                                                                                                                              CONCRETE SIDEWALK                                                                                             OTHERWISE NOTED.                                                                                      SITE:
                                                                                                                                                                                                                                                                                                                                                                                                      OVERALL                          34.30 ACRES
                                                                                                                                                                              CONCRETE PAVEMENT                                                                                             CONCRETE GUTTER PAN TO TIP IN THE SAME DIRECTION AS THE ADJACENT PAVEMENT.                                GVSU (EXST)                      2.28 ACRES
                                                                                                                                                                                                                                                                                                                                                                                                      CONDO (EXST)                     1.35 ACRES
                                                                                                                                                                              STANDARD DUTY BITUMINOUS                                                                                      THE LAST THREE FEET OF ALL CURBS SHALL BE DUBBED DOWN UNLESS OTHERWISE NOTED.                             OFFICE (EXST)                    1.77 ACRES                                                                                                                                     PROJECT
                                                                                                                                                                                                                                                                                                                                                                                                      RIGHT OF WAY                     3.79 ACRES
                                                                                                                                                                              HEAVY DUTY BITUMINOUS                                                                                         ALL PAVEMENT MARKINGS SHALL BE 4" WIDE. STANDARD PARKING SPACES SHALL BE MARKED IN
                                                                                                                                                                                                                                                                                            YELLOWAND BARRIER FREE SPACESBLUE
                                                                                                                                                                                                                                                                                                                           IN . EACH BARRIER FREE SPACE SHALL BE PROVIDED                         ZONED: FORM BASED CODE-MAINSTREET WATERFRONT (FBC-MSW)
                                                                                                                                                                              GRAVEL                                                                                                        WITH A PAINTED PAVEMENT SYMBOL, A PRECAST CONCRETE BUMPER BLOCK, AND A SIGN PER THE                   USE: MIXED USE                                                                                                                                                                     2009082GR
                                                                                                                                                                                                                                                                                            MANUAL OF UNIFORM TRAFFIC CONTROLS.
                                                                                                                                                                              BRICK / STAMPED CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  N                   SHEET
                                                                                                                                                                              STANDARD CURB & GUTTER                                                                                        PARKING & LOADING AREAS MUST BE PAVED & STRIPED.                                                      PARKING DATA:                                                                     THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY PIPES, CONDUITSOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    STRUCTURESSHOWNON THESEPLANSWAS OBTAINEDBY A SEARCHOF THE AVAILABLE
                                                                                                                                                                              CENTER LINE
                                                                                                                                                                                                                                                                                            ALL BUILDINGS MUST BE CONSTRUCTED 1 -FOOT ABOVE THE 100 YEAR FLOOD PLAIN                              PROPOSED PARKING:                    874 SPACES
                                                                                                                                                                              PROPERTY LINE                                                                                                                                                                                                                                                                                         RECORDS.THE CONTRACTORIS REQUIREDTO TAKEDUEPRECAUTIONARY      MEASURESTO
                                                                                                                                                                              DITCH                                                                                                         OUTDOOR AND ROOFTOP MECHANICAL EQUIPMENT AND OUTDOOR STORAGE WILL BE SCREENED.                        PARKING SPACE:                       8' x 18'                                     PROTECTTHE UTILITYLINESSHOWNON THESEDRAWINGS.THE CONTRACTORFURTHER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ASSUMESALL LIABILITY AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITSOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CIVIL OVERALL LAYOUT
                                                                                                                                                                                                                                                                                                                                                                                                  DRIVE AISLE:                         12' ONE WAY
                                                                                                                                                                              FENCE
                                                                                                                                                                                                                                                                                            ALL COMMERICIAL & INDUSTRIAL USES HAVE A DESIGNATED LOADING AREA FOR DELIVERY TRUCKS.                                                      22' TWO WAY                                  STRUCTURESSHOWNOR NOT SHOWNON THESE DRAWINGS.THE CONTRACTORSHALL                                    PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATIONAND ANY DISCREPANCY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0   100'   200'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BETWEEN THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
                                                                                                                                                                                                                                                                                            FINAL LAYOUT DESIGN WILL BE PART OF EACH INDIVIDUAL LOT'S SITE PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          C-102
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PARADIGMDESIGN




                                                                                                                                                                                                                                                                                                                                                                                                 6'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   MUSKEGON LAKE                                                                                                                                                                                                                                   ARCHITECTS | ENGINEERS




                                                                                                                                                                                                                                                                                                                                                                                             34.
                                                                                                                                                                                                                                                                                                       2

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        550 3 Mile NW, Suite B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Grand Rapids, MI 49544
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            (616) 785-5656




                                                                                                                                                                                                                                                                                                                                                                                54'
                                                                                                                                                                                                                                                                                                                             R3'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Grand Rapids | Phoenix | Traverse City
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            www.paradigmae.com




                                                                                                                                                                                                                                                                                                                                                                     20'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       25'
                                                                                                                                                                                                                                                                          8'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      33.
                                                                                                                                                                                                                                                                                                                                                                 26'
                                                                                                                                                                                                                                                                                     26'
                                                                                                                                                                                                                                                                                                 20'




                                                                                                                                                                                                                                                                                                                                                            2'
                                                                                                                                                                                                                                                                                                                                                         16.
                                                                                                                                                                                                                                                                                                                                                                                                                                            20'
                                                                                                                                                                                                                                                                                                             54'                                                                                                                                    12'                        22'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                54'
                                                                                                                                                                                                                                                                                                                                                                                                                                                             20'
                                                                                                                                                                                                                                                                                                                              56.
                                                                                                                                                                                                                                                                                                                                 84'




                                                                                                                                                                                                                                                                                                           10'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         20'
                                                                                                                                                                                                                                                                                                                                                      54'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                26'
                                                                                                                                                                                                                                                                                                                                                                        22.
                                                                                                                                                                                                                                                                                                                                                                           6'
                                                                                                                                                                                                                                                                                                                                                                                       26'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              15'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           29.
                                                                                                                                                                                                                                                                                                             SH IDIAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             STEVE J. ACHRAM




                                                                                                                                                                                                                                                                                                                  ES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     MI - REGISTRATION #6201054728
                                                                                                                                                                                                                                                                                                                                                                                                                        44'                                                                                                                                                                                                                                                                                                                                                                                                                                                EXP. DATE 10/03/2023




                                                                                                                                                                                                                                                                                                               OR
                                                                                                                                                                                                                                                                                                                                                                                                   12.




                                                                                                                                                                                                                                                                                                              VIR
                                                                                                                                                                                                                                                                2                                                                                                                                      5   '
                                                                                                                                                                                                                                                                                                                                                                              R6'                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROJECT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   54'
                                                                                                                                                                                                                                                                                                                                                                                                                        10'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   HARBOR 31




                                                                                                                                                                                                                                                                                                                                                                                R15'
                                                                                                                                                                                                                                                                                                                      10'
                                                                                                                                                                                                                                                                                                                   22'




                                                                                                                                                                                                                                                                                                                                                                                                                                                            '
                                                                                                                                                                                                                                                                                                                                                                                                                                                       22.6
                                                                                                                                                                                                                                                                                                                                                                                                               9'




                                                                                                                                                                                                                                                                                                                 5'
                                                                                                                                                                                                                                                                                                             26.
                                                                                                                                                                                                                                                                                                                                                                                                                          5




                                                                                                                                                                                                                                                                                                                                                                                              18'




                                                                                                                                                                                                                                                                                                                                                                                                                                                  5'
                                                                                                                                                                                                                                                                                                                                                                     2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING




                                                                                                                                                                                                                                                                                                                                                                                                                                              26.
                                                                                                                                                                                                                                                                                                                                                                                                   20'
                                                                                                                                                                                                                                                                                                                                                                                                                         18'




                                                                                                                                                                                                                                                                                                                                                                                                                                                             12'
                                                                                                                                                                                                                                                                                                                                                                                                                                              42'




                                                                                                                                                                                                                                                                                                                                                                                                                                                       24'
                                                                                                                                                                                                                                                                                                                                                                                                       8'                                                    12'




                                                                                                                                                                                                                                                                                                                                                                                                                                                  12'
                                                                                                                                                                                                                                                                                                                                                                                                                        72'
                                                                                                                                                                                                                                                                                                                                                                                          5'
                                                                                                                                                                                                                                                                                                                                                                                      R14.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 103
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          104
                                                                                                                                                                                                                                                                                                                                                         3.1
                                                                                                                                                                                                                                                                                                                                                            6'
                                                                                                                                                                                                                                                                                                                                                  6' 1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        MATCHLINE - SEE SHEET C-
                                                                                                                                                                                                                                                                                                                                                                                                                                                    23'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  MATCHLINE - SEE SHEET C-
                                                                                                                                                                                                                                                                                                                                                       0'




                                                                                                                                                                                                                                                                                                                                                                                                                                    R14.

                                                                                                                                                                                                                                                                                                                                                                                                                                                  12.
                                                                                                                                                                                                                                     EXISTING GRAND VALLEY STATE UNIVERSITY                                                                                       40'
                                                                                                                                                                                                                                                                                                                                                                                               R5.5
                                                                                                                                                                                                                                                                                                                                                                                                       '                                                                                                                                                                                                                                                                                                                                                                                                                                                           PLANNED UNIT




                                                                                                                                                                                                                                                                                                                                                                                      R5.5'




                                                                                                                                                                                                                                                                                                                                                                                                                                        5'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DEVELOPMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                             6'
                                                                                                                                                                                                                                                                                                                                                                                             52'




                                                                                                                                                                                                                                                                                                                                                                                                                                                    8'
                                                                                                                                                                                                                                                                                                                                                                                                                                                  10.
                                                                                                                                                                                                                                                                                                                                                                                                                              40'                      6'                                                                                                                                                     R9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .5'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            25'
                                                                                                                                                                                                                                                                                                                                                                  6'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    '
                                                                                                                                                                                                                                                                                                                                                                                                                               10'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   R9.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6'            6'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CITY OF MUSKEGON, MICHIGAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            5'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    R9.5'
                                                                                                                                                                                                                                                                                                                                                                                                                                                       18'                                            R9.5'




                                                                                                                                                                                                                                                                                                                                                                                      6'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        R4.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   18'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          40'                                                                                                                                                   5.53'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                10'                                                                                                                                                                                                                                                                                                                                                                                       APPLICANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     18.5'            24'               8'
                                                                                                                                                                                                                                                                                                                                    56'                                                                                                                                                                       52'                                                                                                                18'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   HARBOR 31, LLC




                                                                                                                                                                                                                                                                                                                                                                                                                                      E
                                                                                                                                                                                                                                                                                                                                                                                                                                  LAC
                                                                                                                                                                        '                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        19.5 +-
                                                                                                                                                                    R9.5                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        19.5 +-
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2325 BELMONT



                                                                                                                                                                                                                                                                                                                                                                                                                               NP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            40'                                                                                                  6
                                                                                                                                                                                                                                                                                                                                                         52'                                                                                                                                                                                                                                                                                                                                                                           26'
                                                                                                                                                                                  R9.5'




                                                                                                                                                                                                                                                                                                                                                                                '




                                                                                                                                                                                                                                                                                                                                                                                                                          IDIA
                                                                                                                                                                                                                                                                                                                                                                              108
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CENTER DRIVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       12'


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   18' 10'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           6'
                                                                                                                                                                                                                                                                                                                                                                                                                        VIR
                                                                                                                                                                                                                                                                                                                                    5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SIGN                   HYDRANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   BELMONT, MI 49306




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     WATER METER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           R9
                                                                                                                                                                            R4'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               WM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            16.97'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TERRACE STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            3          8' 18'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BUMP POST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            24'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   '
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   18'    22'                                                                                                                                           LIGHT POLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      60'
                                                                                                                                                                8                                                                                                                                                                                R10'
                                                                                                                                                                                                                                                                                                                                                               12'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CONCRETE SIDEWALK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   616-458-5554




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   72'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CONCRETE PAVEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                              18'
                                                                                                                                                                                                                              7
                                                                                                                                                                                                                                                                                                                                                      17'




                                                                                                                                                                                                                                                                                                                                                                                                                    5                10'
                                                                                                                                                                                                                                                                                                                                                  52.




                                                                                                                                                     R3                                                                                                                                                                                                                                                                                                                                                                           8.5                                                                                                                                                                                                                                                                                                STANDARD DUTY BITUMINOUS
                                                                                                                                                          .5'                                                                                                                                                                                                                                                                                                                                                                         '                                                                                                                                                                            20
                                                                                                                                                                                                                                                                                                                                                                                                       R4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  30.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        5
                                                                                                                                                                                                                                                                                                                                                                                                               '




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            +-                                                                                                                                                                                                                                                                                       HEAVY DUTY BITUMINOUS
                                                                                                                                                                       33'




                                                                                                                               18.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RELEASE DATE
                                                                                                                                  6   '                                                                                                                                                                                                                                                                                                                         R25.2
                                                                                                                                                                     65.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                10' 18'
                                                                                                                                          24.                                                                                                                                                                                                                                   10'                                                                                                                                                                                                                                                     8.5'
                                                                                                                                              5   ' 6                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                GRAVEL
                                                                                                                                                      '                                                                                                                                                                                                                                                                                           6'                                                                                                                                                                                                                                                                                                                                                                                                                     DATE DESCRIPTION
                                                                                                                                                                                                                                                                                                                                           40'




                                                                                                                                                                                                      230
                                                                                                                                                                                                                                                                                            VIR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3'
                                                                                                                                                                                                                                                                                 R1




                                                                                                                                                                                                                                                                                                                                          7'




                                                                                                                                                                                                            .68                                                    0'                                                                                                                                                                                                                                                                                                                 24'
                                                                                                                                 8                                                                              '                                               R1                             IDIA                                                                                                                                                                                                                                                                                         18'                                                                                                                                                                                                                                      BRICK / STAMPED CONCRETE
                                                                                                                                                                                                                                                                                                                                        9.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   18'         24'
                                                                                                                                                                                                                                                                                     1.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            18.5'
                                                                                                                                                                                                                                                                                                            ND                                                                                                                                                                                                                                                                                                                                                                                                    80'                                                                                                                                                   11/19/2020 PUD AMENDMENT
                                                                                                                                                                                                                                                                                       '




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            14     14
                                                                                                                                                                                             FUTURE HOTEL                                                                                                        RIV                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 STANDARD CURB & GUTTER
                                                                                                                                                                                                                                                                                                                                          5'




                                                                                                                              R4'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              14                                                                                                                                  R/W
                                                                                                                                                                                                                                                                                                                    E
                                                                                                                                                                                                                                                                                                                                        11.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          HARBOR 31                                                                                                                                                  LANDSCAPE CURB
                                                                                                                                  5'
                                                                                                                              R9.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         COMMONS
Thursday, November-19-2020 at 1:53pm W:\2009084GR Harbor 31 – Overall Site\Drawings - 2009084GR\Civil\PUD\084C-103.dwg rjoe




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            10                                                                                                                                                                                                       CENTER LINE
                                                                                                                                                                         .5'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            6'
                                                                                                                                                                       18




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPERTY LINE
                                                                                                                                                                                                                                                                                                                               43'
                                                                                                                                     .5'




                                                                                                                                                                                                                                                                                                  R25.78'
                                                                                                                                 R3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .5'
                                                                                                                                                                                                                                                                                                                                                 W
                                                                                                                                                                                                                                                                                                                                               R\ '




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    R4.5'
                                                                                                                                                                                                                                                                                                                                                66




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           18




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    18.5' 20.31'
                                                                                                                                                    '




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     24
                                                                                                                                                  24




                                                                                                                                                                            11                                                                                                             R4'                                                                                                                                                                                                                                     '                                                                                                                                                                                                                                                                                EXISTING LEGEND
                                                                                                                                                                                                                                                                                                                                                  5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 24
                                                                                                                                          '
                                                                                                                                     18




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             3
                                                                                                                                                                                                                                                                                                                      5'




                                                                                                                                                                                                                                                                                                 20.76'
                                                                                                                                                                                                                                                                                                                      11.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      .5'                                        '                     '




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         R2.5'
                                                                                                                                                      11
                                                                                                                                                                                                                                                                                                                                                                                                                                   .5   '
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    18                                     R1.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               5                   R3.5                     5'                                                                                                                                                                                     SIGN       TRASH ENCLOSURE
                                                                                                                                                                                                                                                       12.
                                                                                                                                                                                                                                                          5' 3.05'                                                                                                                                                              18                                                                                                                                                                       R3.                                                             13




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     24.5'
                                                                                                                                                                                                                                                                                                                                                                                                                              R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             R4'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    R9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        R4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                R4'
                                                                                                                                                                                                                                                     7'      24 .                                                                                                                                                                                                                                                                                                                                                                                                                                                      .5'                                                                                                             CURB & GUTTER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .5'


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   24'
                                                                                                                                                                                                                                                                 5'                                                                                                                                   R9.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .5'
                                                                                                                                                                                       .5'                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CENTER LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                          R1




                                                                                                                                                                                                                                                                         18.                                                                                                                                        '                                                                                                                                 13
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .5'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  R3
                                                                                                                                                                                     R3                                                                                     5'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 R14
                                                                                                                                                                                                                                                                                                                                                                                                                                                             8.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         10                                                                                                                                                                                                                            PROPERTY LINE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   18.5'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         13
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 '




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                R3
                                                                                                                                                                                               6'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .5
                                                                                                                                                                                                                                                                                                                                                                                                                                    5'




                                                                                                                                                                                                                         6'                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        38.28'                                                                                                              DITCH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .5'


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     '
                                                                                                                                                                                                                                                                                                                                                                                                                                  R3.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        R50



                                                                                                                                                                                                                                                                                                            HARBOR 31
                                                                                                                                                                                                                                                                                                                                                                                                                24.5
                                                                                                                                                                                                                                                                                                                                                                                         5'




                                                                                                                                                                                                                                                                                                            OFFICE
                                                                                                                                                                                                                                                                                                                                                                                      R3.




                                                                                                                                                                                                  9                           4
                                                                                                                                                                                                                                                                                                                                                                                                                    ' 1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             66.2'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             R/W
                                                                                                                                                                                                                                                                               32.89'         22.07'
                                                                                                                                                                                                                                                                6'




                                                                                                                                                                                                                                                                                                                                               18.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          GENERAL LAYOUT NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                        8.5'
                                                                                                                                                                                                                                         '




                                                                                                                                                                                                                                                           7
                                                                                                                                                                                                                                       .5




                                                                                                                                                                                                                            24
                                                                                                                                                                                                                                                                                                                                                '




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TRACK
                                                                                                                                                                                                                                                                                                                            R1.5'
                                                                                                                                                                                                                                    R3




                                                                                                                                                                                                                              .5'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ROAD
                                                                                                                                                                                                                                                               .5'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     I L
                                                                                                                                                                                                                                                               18




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   A
                                                                                                                                                                                                                                                                                                                                                 24'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FINAL LAYOUT DESIGN WILL BE PART OF EACH INDIVIDUAL LOT'S SITE PLAN
                                                                                                                                                                                                 12                                                                                                                                                                                                                                                                                        C S X R
                                                                                                                                                                                                                                                       '
                                                                                                                                                                                                                                                     24




                                                                                                                                                                                                                      .5'
                                                                                                                                                                                                                                                                                                                                                      18.5




                                                                                                                                                                                                                    R3                                          R3.5'                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROJECT
                                                                                                                                                                                                                                                '




                                                                                                                                                                                                                                                                                                                                                         '
                                                                                                                                                                                                                                            18




                                                                                                                                                                                                                                                                                               '
                                                                                                                                                                                                                                                                                           R28
                                                                                                                                                                                                                                                       8
                                                                                                                                                                                                                                                                                                                                     R1.5'
                                                                                                                                                                                                                                                                        .5'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2009082GR
                                                                                                                                                                                                                                                                      R3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SHORELINE DR
                                                                                                                                                                                                                                     '
                                                                                                                                                                                                                                    .66
                                                                                                                                                                                                                                    40




                                                                                                                                                                                                                                            9

                                                                                                                                                                                                                                     10                                        25'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       N                                 SHEET
                                                                                                                                                                                                                                       '                                                                                                                                                                                                                                                                                                                                                                                                                                  THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY PIPES, CONDUITSOR
                                                                                                                                                                                                                                                     R3.5'                                                                                                                                                                                                                                                                                                                                                                                                                STRUCTURESSHOWNON THESEPLANSWAS OBTAINEDBY A SEARCHOF THE AVAILABLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RECORDS.THE CONTRACTORIS REQUIREDTO TAKEDUEPRECAUTIONARY      MEASURESTO
                                                                                                                                                                                                                                                13
                                                                                                                                                                                                                                                                                            R30'                                                                                                                                                                                                                                                                                                                                                                          PROTECTTHE UTILITYLINESSHOWNON THESEDRAWINGS.THE CONTRACTORFURTHER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ASSUMESALL LIABILITY AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITSOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CIVIL DETAILED LAYOUT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PLAN - WEST
                                                                                                                                                                                                                                                                        R4.5'
                                                                                                                                                                                                                                                               R3.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          STRUCTURESSHOWNOR NOT SHOWNON THESE DRAWINGS.THE CONTRACTORSHALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATIONAND ANY DISCREPANCY
                                                                                                                                                                                                                                                                '




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0                                                                                   50'            100'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          BETWEEN THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             C-103
                                                                                                                                                                                                                                                                            R1
                                                                                                                                                                                                                                                                               5.5'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED LEGEND                                               PARADIGMDESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SIGN                                     HYDRANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ARCHITECTS | ENGINEERS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       WM        WATER METER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          BP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               BUMP POST                                LIGHT POLE                               TRASH ENCLOSURE        550 3 Mile NW, Suite B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Grand Rapids, MI 49544
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            (616) 785-5656
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CONCRETE SIDEWALK

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CONCRETE PAVEMENT                    Grand Rapids | Phoenix | Traverse City
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            www.paradigmae.com
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              STANDARD DUTY BITUMINOUS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              HEAVY DUTY BITUMINOUS




                                                                                                                                                                                                                                                                                                                                                                                                                                                               R28'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              GRAVEL

                                                                                                                                                                                                                                                                                                                                                                                                                                                         R3.                                                                                                                                                                                                                                                                                                                                  BRICK / STAMPED CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                                                             5'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 R28'                                                                                                                                                                                                                                                                                         STANDARD CURB & GUTTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LANDSCAPE CURB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               R3                                                                                                                                                                                                                                                                                                             CENTER LINE
                                                                                                                                                                                                                                                                            POOL                                                                                                                                                                                                 .5'                                          PROPOSED GARAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPERTY LINE




                                                                                                                                                                                                                                                                                                                                                                                                                                      R3.5'
                                                                                                                                                                                                                                                                                                                                                                                                                24"
                                                                                                                                                                                                                                                                                                                                                      20' WIDE EASEMENT                                                                                                                                                                                                                                                                                                                                                                                              EXISTING LEGEND
                                                                                                                                                                                                                                                                                                                                                      FOR STORM SEWER                                      25                                                             6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SIGN                         TRASH ENCLOSURE                                                                STEVE J. ACHRAM
                                                                                                                                                                                                                                                                                                                                                                                                                                 21                                                                                                                                                                                                                                                                                                                                                                                                  MI - REGISTRATION #6201054728
                                                                                                                                                                                                                                                                                                                                                                                    6'                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXP. DATE 10/03/2023
                                                                                                                                                                                                                                                                                                                                                                                       18.                                                          21                                                                                                                                                                                                                                                                                                                                          CURB & GUTTER
                                                                                                                                                                                                                                                                                                                                                                                           5'                                                                                                                                                                                                                                             MUSKEGON LAKE                                                                                                                                                                                  PROJECT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CENTER LINE
                                                                                                                                                                                                                                                                                                                                                                                                     24'                                                       2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPERTY LINE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   HARBOR 31
                                                                                                                                                                                                   G
                                                                                                                                                                                                                                                                                                                                                                                                                18'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DITCH
                                                                                                                                                                                                                                                                                                                                                                                                                          18'
                                                                                                                                                                                                                                                                                                                      BOARDWALK FLATS                                                                                                                                    PROPOSED GARAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                          24'
                                                                                                                              G

                                                                                                                                                                                                                                                                                                                                                                                  R3
                                                                                                                                                                                                                                                                                                                                                                                       .5'                                                           18.
                                                                                                                                                                                                                                                                                                                                                                                                                                                         5' 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                              0.6                                                                                                                                                                                                                                                        GENERAL LAYOUT NOTES:
                                                                                                                                    WTR                                                                                                           G                                                                                                                                                                                                              2'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                37'
                                                                                                                                                                                                           WTR
                                                                                                                                                                                                                                           WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                6                                                                                                                                                                                                                                                                        FINAL LAYOUT DESIGN WILL BE PART OF EACH INDIVIDUAL LOT'S SITE PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                      R3.




                                                                                                                                                                                                                                                                                                                                                                    1'
                                                                                                                                                                                                                                                                                                                                                                 ' 1"
                                                                                                                                                                                                                                                                                                                                                                                                                            5'




                                                                                                                                                                                                                                                                                                                                                              ' 8 24
                                                                                                                                                                                                                                                                                             G
                                                                                                                              SAN
                                                                                                                                                                                                                                    VIRIDIAN DRIVE                                    WT
                                                                                                                                                                                                                                                                                         R
                                                                                                                                                                                                                                                                                                                                                                                   9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           125




                                                                                                                                                                                                                                                                                                                                                          8' 8
                                                                                                                                                                                                                       SAN
                                                                                                                                                                                                                                                        SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              '
                                                                                                                                                                                                                                                                                                                                                                                                9                                                         PROPOSED GARAGE




                                                                                                                                                                                                                                                                                                                                                        8'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               R3
                                                                                                                                                                                                                                                                                               W
                                                                                                                                                                                                                                                                                             R/ '

                                                                                                                                                                                                                                                                                                                                                         R3                                                                                                                                                                                                      .5'
                                                                                                                                                                                                                                                                                              66



                                                                                                                                                                                                                                                                                                                                                           .5'
                                                                                                                                                                                                                                                                                                                                          G                                                                           6                                                                                                     6'                                R3.5'
                                                                                                                                    18"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               18.
                                                                                                                                                                                                                                                                                                                                                          R9.5'                                                                                                                                                                    5'                   36'
                                                                                                                                                                                                                                                                                                      25                                                                                                                                                     H3 / DRY DOCKS
                                                                                                                                                                                                                                                                                                         '                                                                              R3
                                                                                                                                                                   103




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 18.
                                                                                                                                                                                      SAN    104




                                                                                                                                                                                                                                                                                                                                                                                           .5' 2                                                                                                                                                                       5'
                                                                                                                                          MATCHLINE - SEE SHEET C-
                                                                                                                                                                    MATCHLINE - SEE SHEET C-




                                                                                                                                                                                                                                                                                                                                          R9.5'


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PLANNED UNIT
                                                                                                                                                                                                                                                                                                                                                                 R14.5'
                                                                                                                                                                                                                                                                                                                                              R9.5'
                                                                                                                                                                                                                                                                                  9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DEVELOPMENT
                                                                                                                                                                                                                                                                                                                 9
                                                                                                                                                      WTR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             20                                                                                      18.5'     24'     18' 6' 17'
                                                                                                                                                                                                                                                      18' 10'




                                                                                                                                                                                                                                                                                                              18"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    5'
                                                                                                                                                                                                       17.52'            60'                                                                                                                                                                                                                                                                                                24                                                                             7
                                                                                                                                                                                                                                    22'     18'                 24'                                                                                                                                                                                                                                                                                                                                                    10
                                                                                                                                                                               SAN




                                                                                                                                                                                                                                                                      18' 8' 18'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .5'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                R5.5'                      3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CITY OF MUSKEGON, MICHIGAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       R24
                                                                                                                                                                                                                                                                                        24.5'                                                                                                                                                                                                                                                                                                                  R4.5'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          '
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              R2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     R
                                                                                                                                                                                                                                                   72'




                                                                                                                                                                                                                                                                                                                25.17'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               6'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            R2.5'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          APPLICANT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            R3.5'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          18.                                                                                              R4.5'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           10'
                                                                                                                                                    15"                                                                                                                                                                                                                                                                                         '                                                             5'
                                                                                                                                                                                                                                                                                                                                                                                                                                             .5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   HARBOR 31, LLC
                                                                                                                                                                                                                                                                                                                                                                             '




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       '
                                                                                                                                                                                                                                                                                                                                                                                                           3
                                                                                                                                                                                                                                                                                                                                                                                                                                          14
                                                                                                                                                                                                                                                                                                                                                                            4.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  26
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     26.
                                                                                                                                                                                                                                                                                                                                                                                                                    R1.
                                                                                                                                                                                       20                                                                                                                                                                                                                                             R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .5'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3
                                                                                                                                                                                                                                                                                                                                                                          R1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       R1
                                                                                                                                                                                                                                                                                                                                                                                                                    5'

                                                                                                                                                                                                                                                                                                                                                                                                                                                                               R2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2325 BELMONT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         5       5                                                                                                                                                                              RY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .5
                                                                                                                                      TERRACE




                                                                                                                                                                                                                                                  10' 18'




                                                                                                                                                                                                                                                                            18'         24'            18'            18'         24'                                                                  R5.                                                             R9.5            '                                                                                                                                                                                                                                                         R1.                               E   RS
                                                                                                                                                                                                                                                                                                                                          18.5'                                                                5'                                                          '                                                                18.                                                                                                                                                                                                     5'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           50'
                                                                                                                                      STREET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               5                                                                                                                                                                                                                                          ONC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CENTER DRIVE
                                                                                                                                                                         SAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    '
                                                                                                                                                                                                                                                                                                                                                                                               '




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RE
                                                                                                                                                                                                                                                                                                                                                                                                .5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TRILOGY
                                                                                                                                                                                                                                                                                                                                                                              25'
                                                                                                                                                                                                                                                                                                                                                                 R1




                                                                                                                                                                                                                                                                                                                                                                                                                                            26.5'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .5'
                                                                                                                                                                                                                                                                                                                                                                                             R4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EK
                                                                                                                                                                                                                                                                                                                                                                    4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         R1
                                                                                                                                                                                                                                                                                                                                                                    .5'




                                                                                                                                                                                                                                                                                                                                                                                                                                 13
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       22
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       R4.5'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   BELMONT, MI 49306




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       10'
                                                                                                                                                                                                                                                                                                                                                                                                                                            18'



                                                                                                                                                                                                                               HARBOR 31 COMMONS                             10                        14            14




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      24'
                                                                                                                                                                                                                                                                                      15"




                                                                                                                                                                                                                                                                                                                                          14                                                                                                                                                                                                                                                                                                                                                         5' 6'     24'        18'     18'        24'         18.5'
                                                                                                                                           WTR




                                                                                                                                                                  80'                                                                                                                                                                                                                                                                                                                                              18.
                                                                                                                                                                  R/W                                                                                                                                                                                                                                                                                                                                                  5'                     9                                                                                                                                                                                                                                                                                    616-458-5554
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 24'                                                                                                                                                                                      15          15                 13
                                                                                                                                                                                                                                                                          18.5'                                                                                                                                                                                                                                                             18.                                                                                                           5'
                                                                                                                                                                                                                                                                                      24'             18'            18'         24'     18.5' 21.79'                                                                                                                                                                                          5'
                                                                                                                                                                                                                                                                                                                                                          30.5'
                                                                                                                                                                    SAN




                                                                                                                                                                                                                                   131'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 98'
                                                                                                                                                                                                                                                                                                                                                                            '




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               5'
                                                                                                                                                                                                                                                                                                                                                                             .5
                                                                                                                                                                                                                                                                                                                                                                          R9




                                                                                                                                                                                                                                      13                                          R3.5'                                          R3.5'                                                                                                                                                                                                                                                                                                                                                               6                                                                                                                                   RELEASE DATE
                                                                                                                                                  .5'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    R2'
                                                                                                                                                                                                                 SAN
                                                                                                                                           R9




                                                                                                                                                                                                                                                 SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        R4.5'
                                                                                                                                                                                                                R3




                                                                                                                                                                                                                                                              .5'




                                                                                                                                                                                                                                                                                             SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DATE DESCRIPTION
                                                                                                                                                                                                                                                            R4'




                                                                                                                                                                                                                                                                                                     24.35'
                                                                                                                                                                                                                                                         R4
                                                                                                                                                                                                                   .5




                                                                                                                                                 G
                                                                                                                                                                                                                                                                                                                                                        R9
                                                                                                                                                                                                                  '




                                                                                                                                                                                                                                                                                                                                                                                  25'
                                                                                                                                                                                                                                                                                                                                                        .5'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .5'
                                                                                                                                                                                                                        G
                                                                                                                                                                                                                                                            G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            R3.5'
                                                                                                                                                                                                       '




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     R3
                                                                                                                                                                                                     00




                                                                                                                                                                                                                                           13                                                               G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        11/19/2020 PUD AMENDMENT
                                                                                                                                                                                              R14




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6'
                                                                                                                                                                                                                                                                                                                            12
                                                                                                                                                                                                   R2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SAN

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         R2.5'
                                                                                                                                                                                                   .5'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SAN
                                                                                                                                                                                                                                                                                                                                                  R3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 R14




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     R1
                                                                                                                                                                                                                                                                                                                                                  .5'
Thursday, November-19-2020 at 1:53pm W:\2009084GR Harbor 31 – Overall Site\Drawings - 2009084GR\Civil\PUD\084C-103.dwg rjoe




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         R9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   '




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SAN
                                                                                                                                                              SAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .5'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    66' R/W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CSX RAILROAD TRACK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         WTR



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SAN

                                                                                                                                                                                                                 NEW SHORELINE DRIVE (BUSINES                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SAN

                                                                                                                                                                                                                                              S 31                                               )
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SOUTHBOUND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                159' R/W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROJECT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       NORTHBOUND                                                                                                                                                                       2009082GR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           N                             SHEET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY PIPES, CONDUITSOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    STRUCTURESSHOWNON THESEPLANSWAS OBTAINEDBY A SEARCHOF THE AVAILABLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RECORDS.THE CONTRACTORIS REQUIREDTO TAKEDUEPRECAUTIONARY      MEASURESTO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROTECTTHE UTILITYLINESSHOWNON THESEDRAWINGS.THE CONTRACTORFURTHER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ASSUMESALL LIABILITY AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITSOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CIVIL DETAILED LAYOUT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    STRUCTURESSHOWNOR NOT SHOWNON THESE DRAWINGS.THE CONTRACTORSHALL                                                                                                    PLAN - EAST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATIONAND ANY DISCREPANCY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0                                                            50'             100'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BETWEEN THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             C-104
                                                                                                                                                                                                                                 SA
                                                                                                                                                                                                                                    N




                                                                                                                                                                                                                                                                                                                                                        M
                                                                                                                                                                                                                                                                                                                                                      ST
                                                                                                                                                                                                                                    WT
                                                                                                                                                                                                                                      R                                                                                                                                                                                                                                                                                                                                                                                                                            MUSKEGON LAKE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PARADIGMDESIGN
                                                                                                                              GENERAL SANITARY SEWER NOTES:




                                                                                                                                                                                                                                            N
                                                                                                                                                                                                                                          SA
                                                                                                                                                                                                                                                                  ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ARCHITECTS | ENGINEERS
                                                                                                                                                                                                                                                                    M

                                                                                                                              SITE CONTRACTOR TO END SANITARY LATERAL
                                                                                                                                                                  5' FROM BUILDING WITH A CLEAN-OUT AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   550 3 Mile NW, Suite B
                                                                                                                              TEMPORARY CAP. COORDINATE CONNECTION WITH BUILDING PLUMBING CONTRACTOR.




                                                                                                                                                                                                                                                                                                                        M
                                                                                                                                                                                                                                                                                                                    ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Grand Rapids, MI 49544
                                                                                                                                                                                                                                                                                              ST
                                                                                                                                                                                                                                                                                                M                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      (616) 785-5656
                                                                                                                              SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC PER ASTM D3034,
                                                                                                                                                                                        35 PVC
                                                                                                                                                                                            SDR. JOINTS TO




                                                                                                                                                                                                                                                                                                                                                            58
                                                                                                                              BE ELASTOMERIC SEALS IN ACCORDANCE WITH ASTM F477.




                                                                                                                                                                                                                                            R
                                                                                                                                                                                                                                          WT




                                                                                                                                                                                                                                                                                                                                                            8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Grand Rapids | Phoenix | Traverse City




                                                                                                                                                                                                                       N
                                                                                                                                                                                                                      SA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       www.paradigmae.com
                                                                                                                              SANITARY SEWER LATERALS AND FITTINGS SHALL BE PVC PER ASTM D3034,
                                                                                                                                                                                            35 PVC
                                                                                                                                                                                                SDR
                                                                                                                                                                                                  . JOINTS
                                                                                                                              TO BE ELASTOMERIC SEALS IN ACCORDANCE WITH ASTM F477.                                                                                                                                                                                                                                                  PROPOSED STORM SEWER




                                                                                                                                                                                                                                                                                                         M
                                                                                                                                                                                                                                                                                                       8




                                                                                                                                                                                                                                                                                                      ST
                                                                                                                              MATERIALS, INSTALLATION, AND TESTING OF SANITARY SEWER SHALL CONFORM
                                                                                                                                                                                               CITY OF
                                                                                                                                                                                                    TO                                                                                               58
                                                                                                                              MUSKEGONSTANDARDS.                                                                                                                                                                                                                                                                                      588

                                                                                                                              GENERAL WATER SERVICE NOTES:                                                                                                                                                                                                                                                                             SA
                                                                                                                                                                                                                                                                                                                                                                                                                                         N


                                                                                                                              SITE CONTRACTOR TO END WATER SERVICE(S)
                                                                                                                                                                 AT 5' FROM BUILDING
                                                                                                                                                                                   WITH A TEMPORARY CAP.                                                                                                                                                                                                                                                                    587




                                                                                                                                                                                                                                                                                       M
                                                                                                                                                                                                                                                                                       ST
                                                                                                                              COORDINATE CONNECTION WITH BUILDING PLUMBING CONTRACTOR.
                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED SANITARY SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        N

                                                                                                                              WATER MAIN SHALL BE DUCTILE IRON PER ANSI/AWWA C151/A21.51, THICKNESS52CLASS
                                                                                                                                                                                                     PER
                                                                                                                              ANSI/AWWA C110/A21.50. FITTINGS SHALL BE DUCTILE IRON PER ANSI/AWWA C110/A21.10,
                                                                                                                              PRESSURE CLASS 350.




                                                                                                                                                                                                                                                                        588
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             N


                                                                                                                              DOMESTIC SERVICE SHALL BE COPPER, TYPE K, ANNEALED AND SOFT TEMPER PER ASTM B-88.




                                                                                                                                                                                                                                                                          M
                                                                                                                                                                                                                                                                        ST
                                                                                                                              FITTINGS SHALL CONFORM TO ASTM B-88.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED WATER MAIN




                                                                                                                                                                                                                                                                                                                         8
                                                                                                                                                                                                                                                                                                                       58
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SA                                                                                                                                                                                                                                                                                                                                                                                         STEVE J. ACHRAM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       588
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               N
                                                                                                                              MINIMUM DEPTH OF BURY SHALL5.5
                                                                                                                                                          BE FEET.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MI - REGISTRATION #6201054728
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXP. DATE 10/03/2023

                                                                                                                              FIRE HYDRANT SHALL CONFORMCITY
                                                                                                                                                        TO OF MUSKEGON
                                                                                                                                                                     STANDARDS.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROJECT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                UG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    -T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 G




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              HARBOR 31
                                                                                                                                                                                                                                                                                ST
                                                                                                                              MATERIALS, INSTALLATION, AND TESTING OF WATER SERVICE LINES SHALL CONFORM
                                                                                                                                                                                                   CITY TO                                                                         M




                                                                                                                                                                                                                                                              M
                                                                                                                                                                                                                                                            ST
                                                                                                                              OF MUSKEGONSTANDARDS AND THE STATE PLUMBING CODE.                                                                                                                     586




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          STM
                                                                                                                              GENERAL STORM SEWER NOTES:                                                                                                                                                     ST
                                                                                                                                                                                                                                                                                                               M

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       588




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SAN
                                                                                                                              STORM SEWER PIPE SHALL BE SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE PER                                                            PROPOSED WATER MAIN
                                                                                                                              AASHTO M294 TYPE S. JOINTS SHALLWATER
                                                                                                                                                               BE   TIGHT IN ACCORDANCE WITH ASTM .F477




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    24"
                                                                                                                                                                                                                                                                                                                                                               ST
                                                                                                                                                                                                                                                 M




                                                                                                                                                                                                                                                                                                                                                                    M
                                                                                                                                                                                                                                                ST




                                                                                                                              MATERIALS, INSTALLATION, AND TESTING OF THE STORM SEWER SYSTEM SHALL CONFORM TO
                                                                                                                              CITY OF MUSKEGONSTANDARDS.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        STM
                                                                                                                                                                                                                                                                                                                                                                                                                              WT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                G
                                                                                                                                                                                                                                                                                                                                                                                                                                 R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                WT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               M
                                                                                                                                                                                                                             UG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ST


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     R
                                                                                                                                                                                                                                -




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   WT
                                                                                                                                                                                                                             T




                                                                                                                                                                                                                                                                                                                                                                                                                               ST
                                                                                                                                                                                                                                                                                                                                                                                                                                 M
                                                                                                                                                                                                                                                                                                                                                                                                                                                        WT
                                                                                                                                                                                                                                                                                                                                                                                                                                                            R                                                                                                                                                            WT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            R




                                                                                                                                                                                                                                                                                                                                                                                                                                              587
                                                                                                                                                                                                                                     M
                                                                                                                                                                                                                                    ST




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                18"                                                                                                             G




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              WT                                                                                                                                            WT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 R                                                                                                                                            R                                       STM
                                                                                                                                                                                                                      18"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      M




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ST
                                                                                                                                                                                                                                                                                                                                                                                                                      00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ST




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    MATCHLINE - SEE SHEEC-T10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               G




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           "
                                                                                                                                                                                                                                                                                                                                                                                                                  87.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    M




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         18
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            UG



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PLANNED UNIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 -T




                                                                                                                                                                                                                                                                                                                                                                                                               =5
                                                                                                                                                                                                                                                                                                                                                                                                           LEV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              G
                                                                                                                                                                                                                 M




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DEVELOPMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                G
                                                                                                                                                                                                                 ST




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      WTR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ST
                                                                                                                                                                                                                                                                                                                                                                                                       . E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            WTR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WTR

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED STORM SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     WTR




                                                                                                                                                                                                                                                                                                                                                                                                  F.F
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                87.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                              =5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                          LEV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SAN




                                                                                                                                                                                                                                                                                                                                                                                          .00




                                                                                                                                                                                                                                                                                                                                                                                                                                                      . E
                                                                                                                                                                                                                                                                                                                                                                                        587
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CITY OF MUSKEGON, MICHIGAN
                                                                                                                                                                                               M
                                                                                                                                                                                              ST




                                                                                                                                                                                                                                                                                                                                                                                                                                                      F.F
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     G
                                                                                                                                                                                                                                                                                                                                                                                        =




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  00
                                                                                                                                                                                                                                                                                                                                                                                    LEV




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                STM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               87.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        18"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              =5
                                                                                                                                                                                                                                                                                                                                                                                 . E



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     APPLICANT
                                                                                                                                                                                                                                                                                                                                                                         F.F




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          LEV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               G

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      58
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   58




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ST




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      . E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FINISH FLOOR ELEV = 588.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0                                                                                                                                                                                               HARBOR 31, LLC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           00
                                                                                                                                                                                                                                                                                                                                                                                                                                               .00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      F.F




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        87.
                                                                                                                                                                                                                                                                                                                                                                                                                                              587
                                                                                                                                                                                                                                                                                                                                                                                                                        58
                                                                                                                                                                                                                                                                                                                                                                                                                          6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2325 BELMONT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     =5
                                                                                                                                                                                                                                                                                              PROPOSED SANITARY SEWER

                                                                                                                                                                                                                                                                                                                                                                                                                                          V=




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 LEV
                                                                                                                                                                                                                                                                                                                                                                                                                                       ELE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CENTER DRIVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           STM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SAN
                                                                                                                                                                                                                                                                                                    PROPOSED WATER MAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             . E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             G
                                                                                                                                                                                                        15




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              WT
                                                                                                                                                                                                             "
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BELMONT, MI 49306
                                                                                                                                                                                                                                                                                                                                                                                                                                         .




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         F.F
                                                                                                                                                                                                                                                                                                                                                                                                                                     F.F




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       587




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             M
                                                                                                                                                                                                   ST




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       18"
                                                                                                                                                                                                     M




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    =
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                LEV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               58




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                FIBER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             . E
                                                                                                                                        PROPOSED STORM SEWER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          F.F




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FIBER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      87.
                                                                                                                                                                                                                      WT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              616-458-5554




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    =5
                                                                                                                                                                                                                         R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               G
                                                                                                                                                                                                                                                SA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         STM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   R
                                                                                                                                                                                                                                                  N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                WT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    V
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 LE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             . E
                                                                                                                                                                                                                                                                                                                                                            F.F
                                                                                                                                                                                                                                                                                                                                                                .




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      587
                                                                                                                                                                                                                                                                                                                                                                        ELE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            F.F
                                                                                                                                                                                                                                                      WT
                                                                                                                                                                                                                                                        R
                                                                                                                                                                                                                                                                                                                                                                                 V=
                                                                                                                                                                                                                                                                                                                                                                                        587                                                                                                                                                                                                                                                                                                                                                                                   15"                                                                                    PROPOSED LEGEND                                                RELEASE DATE
                                                                                                                                                                                                                                                                                       SA
                                                                                                                                                                                                                                                                                          N                                                                                                 .00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .                                                                                                                                                                                                                                                                                                                       90° BEND                MANHOLE                 CLEAN OUT                        DATE DESCRIPTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       587




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         G
                                                                                                                                                                                                                                                                         WT
                                                                                                                                                                                                                                                                            R

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              V=                                                                                                                                                                                                                                                                                                                                                                            WV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ELE                                                                                                                                                                                                                                                                                                                                     TEE                     CATCH BASIN             WATER VALVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      M




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .                                                                                                                                                                                                                                                                                                                                                                                                                           11/19/2020 PUD AMENDMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ST
                                                                                                                                                                                                                                                                                                                                                                                                                                             F.F. ELEV =                                         F.F
                                                                                                                                                                                                                                                                                                                      N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  586
                                                                                                                                                                                                                                                                                                                   SA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        586
                                                                                                                                                                                                                                                                                                                                                                                    G                                                                    587.0        0                                                                             TR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PIPE PLUG               HYDRANT
Thursday, November-19-2020 at 1:54pm W:\2009084GR Harbor 31 – Overall Site\Drawings - 2009084GR\Civil\PUD\084C-105.dwg rjoe




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        586




                                                                                                                                                                                                                                                                                                                                                                        N
                                                                                                                                                                                                                                                                                                                                                                            SA
                                                                                                                                                                7




                                                                                                                                                                                                                                    FINISH FLOOR ELEV = 587.50
                                                                                                                                                                                                                                                                                                                                                WT
                                                                                                                                                             58




                                                                                                                                                                                                                                                                                                                                                  R
                                                                                                                                                                                                                                                                                                                                                                                                                         G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED STORM SEWER                                                                                                                                                                                                                                                                  CONCRETE SIDEWALK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 G                                SA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    N
                                                                                                                                                                                                                                                                                                                                                                                                                                                        G                                                  WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CONCRETE PAVEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              15"
                                                                                                                                                                                                                                                                                                                                                                                                               N
                                                                                                                                                                                                                                                                                                                                                                                                                   SA
                                                                                                                                                                                                                                                                                                                                                                                                                                                      WTR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SAN
                                                                                                                                                                                                                                                                                                                                                                                   WT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     STM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            587
                                                                                                                                                                                                                                                                                                                                                                                     R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   STANDARD DUTY BITUMINOUS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                15"                              STM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   STANDARD CURB & GUTTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                        STM                                                                                                                                              R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       WT

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPERTY LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     680                           CONTOUR LINE
                                                                                                                                                                                                                                                              587




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  G                                                                                                                                 SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    WTR                                           G                                                                                                                                                                WATER MAIN
                                                                                                                                                                                                                                                                                                                   FINISH FLOOR ELEV = 587.50




                                                                                                                                                                                                                                                                                                                                                      PROPOSED STORM SEWER                                                                                                                                                                                                                                                                                                                                        WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SANITARY SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                SAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          G

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   STORM SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   UNDERDRAIN
                                                                                                                                                                                                                                                                                                                                                                                                            586
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SURFACE FLOW ARROW                    675.00 FG PROPOSED SPOT GRADE
                                                                                                                                                                                                                                                                                                                                                                                                                                 585
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              FG FINISHED GROUND                            TC     TOP OF CURB GRADE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              FL   FLOW LINE GRADE                          SW SIDEWALK GRADE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RIM STRUCTURE RIM ELEVATION                   CON CONCRETE GRADE                      PROJECT
                                                                                                                                                                                                                                                                                                                                                                                                                                                        SAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MX MATCH EXISTING ELEVATION                   BIT BITUMINOUS GRADE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2009082GR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   N                                SHEET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY PIPES, CONDUITSOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STRUCTURESSHOWNON THESEPLANSWAS OBTAINEDBY A SEARCHOF THE AVAILABLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RECORDS.THE CONTRACTORIS REQUIREDTO TAKEDUEPRECAUTIONARY      MEASURESTO
                                                                                                                                                                                                                                                                                                                                                                                                                                       SA
                                                                                                                                                                                                                                                                                                                                                                                                                                         N                                                                                                                                                                                                                                                                  PROTECTTHE UTILITYLINESSHOWNON THESEDRAWINGS.THE CONTRACTORFURTHER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ASSUMESALL LIABILITY AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITSOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CIVIL UTILITY & GRADING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STRUCTURESSHOWNOR NOT SHOWNON THESE DRAWINGS.THE CONTRACTORSHALL                                                                                                                                                        PLAN - WEST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATIONAND ANY DISCREPANCY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0                                                                                                             50'             100'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BETWEEN THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        C-105
                                                                                                                                                                                                                                                                                                                                                                                                      SA
                                                                                                                                                                                                                                                                                                                                                                                                  N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   GENERAL SANITARY SEWER NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SITE CONTRACTOR TO END SANITARY LATERAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       5' FROM BUILDING WITH A CLEAN-OUT AND                                                              PROPOSED LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TEMPORARY CAP. COORDINATE CONNECTION WITH BUILDING PLUMBING CONTRACTOR.                                                                                                  CO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      90° BEND                  MANHOLE                          CLEAN OUT
                                                                                                                                                                                                                                                                                                                                   MUSKEGON LAKE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC PER ASTM D3034,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             35 PVC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SDR. JOINTS TO                                                                                           WV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WATER VALVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TEE                       CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   BE ELASTOMERIC SEALS IN ACCORDANCE WITH ASTM F477.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PIPE PLUG                 HYDRANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SANITARY SEWER LATERALS AND FITTINGS SHALL BE PVC PER ASTM D3034,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 35 PVC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SDR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       . JOINTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TO BE ELASTOMERIC SEALS IN ACCORDANCE WITH ASTM F477.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CONCRETE SIDEWALK                PARADIGMDESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   MATERIALS, INSTALLATION, AND TESTING OF SANITARY SEWER SHALL CONFORM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CITY OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   MUSKEGONSTANDARDS.                                                                                                                                                                                             ARCHITECTS | ENGINEERS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CONCRETE PAVEMENT

                                                                                                                                                                                                                                                                                                                                                                                                                                                                   GENERAL WATER SERVICE NOTES:                                                                                                                                                  STANDARD DUTY BITUMINOUS              550 3 Mile NW, Suite B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Grand Rapids, MI 49544
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 STANDARD CURB & GUTTER                    (616) 785-5656
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SITE CONTRACTOR TO END WATER SERVICE(S)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      AT 5' FROM BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WITH A TEMPORARY CAP.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   COORDINATE CONNECTION WITH BUILDING PLUMBING CONTRACTOR.                                                                                                                      PROPERTY LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          680                                    CONTOUR LINE                     Grand Rapids | Phoenix | Traverse City
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           www.paradigmae.com
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   WATER MAIN SHALL BE DUCTILE IRON PER ANSI/AWWA C151/A21.51, THICKNESS52CLASS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PER                                                                                                    WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ANSI/AWWA C110/A21.50. FITTINGS SHALL BE DUCTILE IRON PER ANSI/AWWA C110/A21.10,                                                                                              SANITARY SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PRESSURE CLASS 350.                                                                                                                                                           STORM SEWER

                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DOMESTIC SERVICE SHALL BE COPPER, TYPE K, ANNEALED AND SOFT TEMPER PER ASTM B-88.                                                                                             UNDERDRAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FITTINGS SHALL CONFORM TO ASTM B-88.                                                                               SURFACE FLOW ARROW                            675.00 FG PROPOSED SPOT GRADE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                   MINIMUM DEPTH OF BURY SHALL5.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               BEFEET.                                                                           FG FINISHED GROUND                                       TC     TOP OF CURB GRADE




                                                                                                                                                                                                                                                                                                                                                                          M
                                                                                                                                                                                                                                                        586




                                                                                                                                                                                                                                                                                                                                                                       ST
                                                                                                                                                                                                                                                                                                        585
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FIRE HYDRANT SHALL CONFORMCITY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TO OF MUSKEGON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          STANDARDS.                                                             FL   FLOW LINE GRADE                                     SW SIDEWALK GRADE
                                                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED STORM SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RIM STRUCTURE RIM ELEVATION                              CON CONCRETE GRADE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   MATERIALS, INSTALLATION, AND TESTING OF WATER SERVICE LINES SHALL CONFORM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CITY TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   OF MUSKEGONSTANDARDS AND THE STATE PLUMBING CODE.                                                             MX MATCH EXISTING ELEVATION                              BIT BITUMINOUS GRADE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                   GENERAL STORM SEWER NOTES:




                                                                                                                                                                                                                                                                                                                                                                  M
                                                                                                                                                                                                                                                                                                                                                                ST
                                                                                                                                                                                                                                                                                                                                                          24"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   STORM SEWER PIPE SHALL BE SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE PER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   AASHTO M294 TYPE S. JOINTS SHALLWATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BE   TIGHT IN ACCORDANCE WITH ASTM .F477                                                                                                                                                STEVE J. ACHRAM




                                                                                                                                                                                                                                                                                                                                                                                    586
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    MI - REGISTRATION #6201054728
                                                                                                                                                                                                                                                                                                                                                                                                                     585                                                                                                                                                                                                                                                                  EXP. DATE 10/03/2023
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   MATERIALS, INSTALLATION, AND TESTING OF THE STORM SEWER SYSTEM SHALL CONFORM TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CITY OF MUSKEGONSTANDARDS.                                                                                                                                                                                           PROJECT




                                                                                                                                                                                                                                                                                                                                                      M
                                                                                                                                                                                                                                                                                                                                                    ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  HARBOR 31
                                                                                                                                                                                                 G



                                                                                                                                                                                                                                                                                                                                                                                                                         586
                                                                                                                                        G
                                                                                                                                                                                                                              G                                                        FINISH FLOOR ELEV = 587.67


                                                                                                                                        WTR
                                                                                                                                                              STM




                                                                                                                                                                                                            WTR                                         G
                                                                                                                                                                                                                                    WTR
                                                                                                                                                                                                                                                              WTR
                                                                                                                                                                                                                                                                            G




                                                                                                                                                                                                                                                                                                                                        M
                                                                                                                                                                                                                                                                                                                                        ST
                                                                                                                                                                                                                                                                                                                                                                                            FINISH FLOOR ELEV = 587.00




                                                                                                                                                                                                                                                                                                                                  24"
                                                                                                                                                                                                                                                                                 WT
                                                                                                                                                                                                                                                                                   R
                                                                                                                                                           SAN
                                                                                                                                                                                                                                    SAN
                                                                                                                                                                                                                                                              SAN
                                                                                                                                                                                                                                                                                                  G




                                                                                                                                                                                                                                                                                                                                         586
                                                                                                                                                                                                                                                                                                                                                                                                                                 586
                                                                                                                                                            STM




                                                                                                                                                                                                                                                                                                                           M
                                                                                                                                                                                                                                                                                                        W
                                                                                                                                                    18"




                                                                                                                                                                                                                                                                                                                           ST
                                                                                                                                                                                                                                                                                                            TR
                                                                                                                                                                                                            SAN




                                                                                                                                                                                                                                                                                                                 G
                                                                                                                                                                                                                                    7
                                                                                                                                  58




                                                                                                                                                                                                                                  58
                                                                                                                                    7




                                                                                                                                                                                            5
                                                                                                                                                                  MATCHLINE - SEE SHEEC-T10




                                                                                                                                                                                                                                           FINISH FLOOR ELEV = 588.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PLANNED UNIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DEVELOPMENT
                                                                                                                                                       STM




                                                                                                                                                                                                                                                                                                                            WT
                                                                                                                                                                                                        SAN




                                                                                                                                                                                                                                                                                                                              R
                                                                                                                                                                               WTR




                                                                                                                                                                                                                                                                                                18"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  585
                                                                                                                                                                                                                                                                                                    M
                                                                                                                                                                                                                                                                                                  ST
                                                                                                                                            FIBER




                                                                                                                                                                                                                  FIBER




                                                                                                                                                                                                                                                                                                                                                   PROPOSED WATER MAIN                                               PROPOSED STORM SEWER                                                                                                                                                                                                                                         CITY OF MUSKEGON, MICHIGAN
                                                                                                                                                     STM




                                                                                                                                                                                                      SAN




                                                                                                                                                                                                                                                                                                                                                                                                        585
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         APPLICANT
                                                                                                                                                                            15"




                                                                                                                                                                                                                                                                                                                                                                                          586
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  HARBOR 31, LLC
                                                                                                                                                                                                                                                  587




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  E   RS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         O
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2325 BELMONT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            NC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CENTER DRIVE
                                                                                                                                                                                                  SAN




                                                                                                                                                                                                                                                                                                                                                                                                                                 585
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         FINISH FLOOR ELEV = 586.70                                                                                                           RE
                                                                                                                                                                                                                                                                                                                                               586




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EK
                                                                                                                                                                                                                                                                                                                                                          PROPOSED
                                                                                                                                                                                                                                                                                                                                                               585 SANITARY SEWER                                                                                                                                                                                                                                                                                                 BELMONT, MI 49306
                                                                                                                                                                                                                                                                                586
                                                                                                                                                                                                                                                                                 15"
                                                                                                                                                                    WTR




                                                                                                                                                                                                                                                                                                                     586




                                                                                                                                                                                                                                                                                                                                                           FINISH FLOOR ELEV = 587.00                                                                                                                                                                                                                                                                                             616-458-5554
                                                                                                                                                                                                SAN




                                                                                                                                                                                                                                          587           PROPOSED STORM SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED STORM SEWER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RELEASE DATE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            58
                                                                                                                                                                                                                    SAN
                                                                                                                                                                                                                                                SAN
                                                                                                                              G                                                                                                                                     SAN

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DATE DESCRIPTION
                                                                                                                                                                                                                                                                                          SAN
                                                                                                                                                                          G
                                                                                                                                                                                         SAN




                                                                                                                                                                                                                          G
                                                                                                                                                                                                                                                  G




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6
                                                                                                                                                                                                                                                                        G

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       11/19/2020 PUD AMENDMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 58
                                                                                                                                                                                                                                                                                            G


                                                                                                                                                                                                                                                                                                                                                                              586
                                                                                                                                                                                                                                                                                                                                                                                                                                                     SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SAN

                                                                                                                                                                                                                                                                                                                                                                                                 587
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SAN
Thursday, November-19-2020 at 1:54pm W:\2009084GR Harbor 31 – Overall Site\Drawings - 2009084GR\Civil\PUD\084C-105.dwg rjoe




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        586
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          587
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         58
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      58
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              58




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 7
                                                                                                                                                                                     SAN




                                                                                                                                                                                                                                                                                                                                                                                                            CSX RAILROAD TRACK                                                            PROPOSED WATER MAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          WTR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SAN


                                                                                                                                                                                                                                                            NEW SHORELINE DRIVE (BUSINES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SAN



                                                                                                                                                                                                                                                                                         S 31                        )




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SOUTHBOUND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROJECT


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     NORTHBOUND                                                                                                                                                        2009082GR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY PIPES, CONDUITSOR                                                                                  SHEET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STRUCTURESSHOWNON THESEPLANSWAS OBTAINEDBY A SEARCHOF THE AVAILABLE
                                                                                                                                                                                                                                                                                                                                                                                                                                       GENERAL NOTES:                                                                             RECORDS.THE CONTRACTORIS REQUIREDTO TAKEDUEPRECAUTIONARY      MEASURESTO
                                                                                                                                                                                                                                                                                                                                                                                                                                       FINAL GRADING AND UTILITY DESIGN WILL BE PART OF EACH INDIVIDUAL LOT'S SITE PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROTECTTHE UTILITYLINESSHOWNON THESEDRAWINGS.THE CONTRACTORFURTHER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ASSUMESALL LIABILITY AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITSOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CIVIL UTILITY & GRADING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STRUCTURESSHOWNOR NOT SHOWNON THESE DRAWINGS.THE CONTRACTORSHALL                                                                                      PLAN - EAST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATIONAND ANY DISCREPANCY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0                                            50'               100'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BETWEEN THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            C-106
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PARADIGMDESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ARCHITECTS | ENGINEERS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            550 3 Mile NW, Suite B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Grand Rapids, MI 49544
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                (616) 785-5656

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Grand Rapids | Phoenix | Traverse City
                                                                                                                                                                                                                                                                                                                                                                                                         MUSKEGON LAKE                                                                                                                                                                                                                                                                                          www.paradigmae.com




                                                                                                                                                                                                                    R34'
                                                                                                                                                                PROPOSED FIRE HYDRANT
                                                                                                                                                                     LOCATION                                                    FL          FL




                                                                                                                                                                                                                        R8'
                                                                                                                                                                                                                   FL
                                                                                                                                                                                                                                                                   FL




                                                                                                                                                                                                                                                    26'
                                                                                                                                                                                                                                                   FL




                                                                                                                                                                                                      FL
                                                                                                                                                                                                      26'
                                                                                                                                                                                                                                                                                                FL




                                                                                                                                                                                                      FL




                                                                                                                                                                                                                                                                                    R34'
                                                                                                                                                                                                                                                        FL
                                                                                                                                                                                                                                                                                                     FL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              R28'
                                                                                                                                                                                                                                                                                                                                                                                                                      120'
                                                                                                                                                                                                                                                                   R6'
                                                                                                                                                                                                                                                                                                                                                                                                                           FL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           R28'




                                                                                                                                                                                                                                              FL
                                                                                                                                                                                                                                                                                                                                       EXISTING FIRE HYDRANT                                                                                                                                                                                                                                                                                                                                                     STEVE J. ACHRAM

                                                                                                                                                                                                                                                            15'
                                                                                                                                                                                                 FL



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         MI - REGISTRATION #6201054728
                                                                                                                                                                                                                                                        R                                                                                    LOCATION                                                                                                                                                                                                                                                                                                                                                          EXP. DATE 10/03/2023




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FL
                                                                                                                                                                                                                                      R41'                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROJECT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              FL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FL
                                                                                                                                                                                                                                                                                                                                                                                                              FL
                                                                                                                                                                                                                                                                                                                                                                                                                           FL
                                                                                                                                                                                 EXISTING FIRE HYDRANT
                                                                                                                                                                                       LOCATION
                                                                                                                                                                                                                                                                        WT
                                                                                                                                                                                                                                                                           R   FL                                                WT
                                                                                                                                                                                                                                                                                                                                   R
                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING FIRE HYDRANT
                                                                                                                                                                                                                                                                                                                                                                                                                                           LOCATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           24'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       HARBOR 31




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    FL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        24'
                                                                                                                                                                                FL
                                                                                                                                                                                     FL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FL
                                                                                                                                                                                          PROPOSED FIRE HYDRANT                                                                                                                                                                   FL
                                                                                                                                                                                                                                                                                                                                                                                                        WTR
                                                                                                                                                                                                                                                                                                                                                                                                              FL

                                                                                                                                                                                               LOCATION
                                                                                                                                                                                                                                                                                                                                                                                                                                           WTR




                                                                                                                                                                                                                                                                                                                                                                                       31'±




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FL
                                                                                                                                                                                                                                                                                                                                                                                                                                          VIRIDIAN DRIVE

                                                                                                                                                                                                                                                    FL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               FL
                                                                                                                                                                                                                                                                                                                                           FL




                                                                                                                                                                                                                                                                  FL
                                                                                                                                                                                                                                                                                                                      FL                                                                                               FL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    FL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           R10'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ER
                                                                                                                                                                                                                                                                                                                26'                                                                                                                                                                          12'
                                                                                                                                                                                                                                             FL




                                                                                                                                                                               20'                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                                                                                                                                                                   FL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                24'




                                                                                                                                                                                                                                                                                                           FL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    R28'
                                                                                                                                                                                                                                                                                                                FL
                                                                                                                              EXISTING FIRE HYDRANT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         K




                                                                                                                                                                                                                                                                                                                                                                                                          TERRACE STREET
                                                                                                                                    LOCATION                                                                                   R36'




                                                                                                                                                                                                                                                                                                                             R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0'




                                                                                                                                                                                                                                                                                                                           WT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             R2
                                                                                                                                                                                          FL




                                                                                                                                                                                                                                                                                                                                                       FL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            R3




                                                                                                                                                                                                                                                                                                                                                                                                        FL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             8'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 R2
                                                                                                                                                                                                                                                                                                                                                                                                                    FL




                                                                                                                                                                                                                                                                                                                                                                                                                                                           FL
                                                                                                                                                                                                                                                        FL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FL
                                                                                                                                                                                                                                                                                                                                                  FL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   6'
                                                                                                                                                      FL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    '
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              R24
                                                                                                                                                                                          FL
                                                                                                                                                                                                      FL
                                                                                                                                                           FL




                                                                                                                                                                                           WT                                                       FL
                                                                                                                                                                                             R
                                                                                                                                                                                                                                                                                           FL

                                                                                                                                                                                                             VIR
                                                                                                                                                                                                                 IDIA
                                                                                                                                                                                                                     ND
                                                                                                                                                                                                                                                                                            FL                                                                                                                                                                                                                   150'                                                 25'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PLANNED UNIT
                                                                                                                                                       R10'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DEVELOPMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FL
                                                                                                                                                                                                                        RIV




                                                                                                                                                                                                                                                                                                                                                       FL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     26'
                                                                                                                                            R34'




                                                                                                                                                                                                                                                                                                                                                                                                        FL
                                                                                                                                                                                                                           E




                                                                                                                                                                                                                                                                                                                                                                                                                 FL
                                                                                                                                                                                                                                                                                                                                                                                                         26'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FL




                                                                                                                                                                                                                                                                                                                                                                                                                                                           FL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                FL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          24'          24'
                                                                                                                                                                                                                               WT                                                                                                                                                                                                                                                                                                                                           R3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0'
                                                                                                                                                                                                                                  R

                                                                                                                                                                                                       24.                                                                                                                                                                                    R1                                                                                                                                                  24'
                                                                                                                                                                                                                                                                                                                                                                                                                                0'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FL
                                                                                                                                                                FL
                                                                                                                                                                                                                                                                                                                                                                                                   0'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FL
                                                                                                                                                                                                            5'                                                                                                                                                                                                             R1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         FL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       30'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             FL
                                                                                                                                                            '




                                                                                                                                                           FL
                                                                                                                                                           24




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FL
                                                                                                                                                                                                                                                                  R10
                                                                                                                                                                                                                                                                                                                                                                       FL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FL
                                                                                                                                                                                                                                                                      '




                                                                                                                                                                                                                                                                                                                                                                 24'
                                                                                                                                                                                                                                                                                                                                            WTR
                                                                                                                                                                                                                                                                                                                                                            FL                                                                               FL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CITY OF MUSKEGON, MICHIGAN
                                                                                                                                                                                                                                                                                                                                                                            WTR
                                                                                                                                                                                                                                                                                                                                                                                  FL
                                                                                                                                                                                                                                                                                                                                                                                                                                     FL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                R1
                                                                                                                                                                          FL                                                                                                                                                                                                                                                                        FL
                                                                                                                                                                                                                                                                                           R3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      FL
                                                                                                                                                                                                                                                                                                4'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              FL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   24.5'
                                                                                                                                                                     FL                                                                                                                                                                                                                                                                                                                                                                                                     FL           FL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                FL
                                                                                                                                                                                                                                                                                                                  AD TRACK
                                                                                                                                                                                                                                                   24'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  R2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             FL

                                                                                                                                                                                                                                                                                                          X RAILRO                                      EXISTING FIRE HYDRANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              FL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            FL
                                                                                                                                                                                                                                                                                                     CS                                                                                                                                                                                                                                                                                                                                                                                                       APPLICANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         FL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               FL                FL
                                                                                                                                                                                                                                                                                                                                                              LOCATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CSX RAILROAD TRACK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       HARBOR 31, LLC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2325 BELMONT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CENTER DRIVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WTR



                                                                                                                                                                                                                                                                                                                                                                                                                                                  NEW SHORELINE DRIVE (BUSINES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   WTR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S 31)                                                                        SOUTHBOUND                                                                                               BELMONT, MI 49306




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              NORTHBOUND
                                                                                                                                                                                                      85 9'1
                                                                                                                                                                                                       N4

                                                                                                                                                                                                        .84 5"W
                                                                                                                                                                                                          6°

                                                                                                                                                                                                            '
                                                                                                                                                                                                             0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       616-458-5554



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RELEASE DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DATE DESCRIPTION

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            11/19/2020 PUD AMENDMENT
Thursday, November-19-2020 at 1:54pm W:\2009084GR Harbor 31 – Overall Site\Drawings - 2009084GR\Civil\PUD\084C-107.dwg rjoe




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            GENERAL NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            FINAL HYDRANT DESIGN WILL BE PART OF EACH INDIVIDUAL LOT'S SITE PLAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED LEGEND


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                FIRE APPARATUS ACCESS ROAD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FL              FL                         FIRE LANE (NOT MARKED IN FIELD)                              PROJECT


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2009082GR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         N                   SHEET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY PIPES, CONDUITSOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      STRUCTURESSHOWNON THESEPLANSWAS OBTAINEDBY A SEARCHOF THE AVAILABLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RECORDS.THE CONTRACTORIS REQUIREDTO TAKEDUEPRECAUTIONARY      MEASURESTO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROTECTTHE UTILITYLINESSHOWNON THESEDRAWINGS.THE CONTRACTORFURTHER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ASSUMESALL LIABILITY AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITSOR                                            FIRE ACCESS PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      STRUCTURESSHOWNOR NOT SHOWNON THESE DRAWINGS.THE CONTRACTORSHALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATIONAND ANY DISCREPANCY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0                        100'   200'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BETWEEN THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 C-107
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PARADIGMDESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ARCHITECTS | ENGINEERS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      550 3 Mile NW, Suite B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Grand Rapids, MI 49544
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          (616) 785-5656

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Grand Rapids | Phoenix | Traverse City
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          www.paradigmae.com




                                                                                                                                                                                                                                                                    MUSKEGON LAKE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           STEVE J. ACHRAM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   MI - REGISTRATION #6201054728
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXP. DATE 10/03/2023


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROJECT


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 HARBOR 31
                                                                                                                                                                                                                                                                                                                                                                                  APPROXIMATE EDGE
                                                                                                                                                                                                                                                                                                                                                                                  OF WATER
                                                                                                                                                                                                                                                                                                     VIRIDIAN DRIVE


                                                                                                                                                                                                             EASEMENT TO CONSUMERS ENERGY
                                                                                                                                                                                                                PER LIBER 3630, PAGE 646 &
                                                                                                                                                                                                                   LIBER 3652, PAGE 851
                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED LIGHT
                                                                                                                                                                                                                                                                                                                                   EASEMENT TO CONSUMER ENERGY




                                                                                                                                                                                                                                                                                    TERRACE STREET
                                                                                                                                                                                                                                                                                                                                                                                                                            (TYP)
                                                                                                                                                                                                                                                                                                                                   PER LIBER 3630, PAGE 646 &
                                                                                                                                                                                                                                                                                                                                    LIBER 3652, PAGE 851


                                                                                                                                                                                             VIR
                                                                                                                                                                                                IDIA
                                                                                                                                                                                                    ND                                               10' WIDE EASEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PLANNED UNIT
                                                                                                                                                                                                      RIV
                                                                                                                                                                                                         E                                           FOR STORM SEWER                                                                                                                                                                                                             DEVELOPMENT
                                                                                                                              20' WIDE EASEMENT TO
                                                                                                                              CONSUMERS ENERGY PER
                                                                                                                              LIBER 3591, PAGE 578


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CITY OF MUSKEGON, MICHIGAN
                                                                                                                                                                                                                                                            20' WIDE EASEMENT
                                                                                                                                                                                                                                               ACK
                                                                                                                                                                                                                                     ROAD TR                FOR STORM SEWER
                                                                                                                                                                                                                             CSX RAIL                                                                                                                                                                                                                                                   APPLICANT
                                                                                                                                                                                                                                                                                                                                                                 CSX RAILROAD TRACK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 HARBOR 31, LLC
                                                                                                                                                                                                                                                            CSX RAILROAD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2325 BELMONT
                                                                                                                                                                                                                                                                    R/W
                                                                                                                                                                                                                                                                                                         NEW SHORELINE DRIVE (BUSINES                                                                                                                                            CENTER DRIVE
                                                                                                                                                                                                                                                                                                                                     S 31)                                        SOUTHBOUND                                                                                     BELMONT, MI 49306
                                                                                                                                                                                                                                                                                                                                                                                 NORTHBOUND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 616-458-5554



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RELEASE DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DATE DESCRIPTION

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      11/19/2020 PUD AMENDMENT
Thursday, November-19-2020 at 1:54pm W:\2009084GR Harbor 31 – Overall Site\Drawings - 2009084GR\Civil\PUD\084C-108.dwg rjoe




                                                                                                                                          PROPOSED LEGEND
                                                                                                                                                     LIGHT POLE


                                                                                                                                                                  STANDARD CURB & GUTTER
                                                                                                                                                                  INVERTED CURB & GUTTER                                                                                                                                                                                  GENERAL NOTES:
                                                                                                                                                                  BITUMINOUS VALLEY GUTTER
                                                                                                                                                                  LANDSCAPE CURB                                                                                                                                                                                          FIXTURES AND POLES SHALL BE NO MORE THAN 25-FEET HIGH AND SHALL BE 100% "CUT OFF" TYPE
                                                                                                                                                                                                                                                                                                                                                                          TO PREVENT LIGHT FROM BLEEDING OR GLARING ONTO ROADWAYS OR ADJACENT PROPERTIES.
                                                                                                                                                                  CENTER LINE                                                                                                                                                                                                                                                                                                          PROJECT
                                                                                                                                                                  PROPERTY LINE                                                                                                                                                                                           FINAL LIGHTING DESIGN WILL BE PART OF EACH INDIVIDUAL LOT'S SITE PLAN
                                                                                                                                                                  DITCH
                                                                                                                                                                  POND / BASIN                                                                                                                                                                                                                                                                                                        2009082GR
                                                                                                                                                                  FENCE
                                                                                                                                                                  GUARDRAIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   N                   SHEET
                                                                                                                                                                                                                                                                                                                                                                           THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY PIPES, CONDUITSOR
                                                                                                                                 OH-E            OH-E             OVERHEAD ELECTRIC                                                                                                                                                                                        STRUCTURESSHOWNON THESEPLANSWAS OBTAINEDBY A SEARCHOF THE AVAILABLE
                                                                                                                                 OH-T            OH-T             OVERHEAD TELEPHONE                                                                                                                                                                                       RECORDS.THE CONTRACTORIS REQUIREDTO TAKEDUEPRECAUTIONARY      MEASURESTO
                                                                                                                                                                                                                                                                                                                                                                           PROTECTTHE UTILITYLINESSHOWNON THESEDRAWINGS.THE CONTRACTORFURTHER
                                                                                                                                                                                                                                                                                                                                                                           ASSUMESALL LIABILITY AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITSOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CIVIL OVERALL LIGHT
                                                                                                                                                                                                                                                                                                                                                                           STRUCTURESSHOWNOR NOT SHOWNON THESE DRAWINGS.THE CONTRACTORSHALL                                               PLAN
                                                                                                                                                                                                                                                                                                                                                                           POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATIONAND ANY DISCREPANCY
                                                                                                                                                                                                                                                                                                                                                                                                                                                     0             100'   200'
                                                                                                                                                                                                                                                                                                                                                                           BETWEEN THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           C-108
                                                                                              Kevin B. Even
                                                                                           Direct:231-724-4336
                                                                                               [email protected]

900 Third Street, Suite 204
Muskegon, MI 49440
Phone: 231-724-4320 Fax: 231-724-4330




December 10, 2020


Mr. Mike Franzak                               VIA EMAIL: [email protected]
City of Muskegon
Planning Director
933 Terrace St.
Muskegon, MI 49440-1397

RE:       Harbor 31, proposed PUD Amendment.

Dear Mr. Franzak:

Please be advised that the law firm of Smith Haughey Rice & Roegge represents Lake Front
Condominium Association, Inc., who owns property affected by the proposed Harbor 31 PUD
Amendment. I write to you now regarding the hearing to take place later this afternoon regarding the
proposed amendment. In reviewing the proposal, I note the applicant is proposing a marina allowing for
100+/- boat docks. From what I can see the proposed boat docks appear to trespass upon my client’s
riparian rights.

Please note for the record that my client objects to the proposed amendment and I submit it would be
irresponsible for the City to approve the PUD Amendment without the benefit of a riparian survey. The
City should require that the applicant provide the planning department with a certified riparian survey
prior to acting on the application. Failure to do so will only invite unnecessary litigation that could
potentially be avoided by addressing this issue now rather than later.

Mr. Thomas Vitale from my office will be participating in the hearing this afternoon and will be
available to answer any questions regarding any of the foregoing or to address any issues that might
come up during the hearing.

Sincerely,




Kevin B. Even

KBE
cc:       Client
          Thomas Vitale


Ann Arbor                     Grand Rapids      Holland               Muskegon               www.shrr.com
SHRR\5068178.v1

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