Planning Commission Packet 04-16-2026

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      CITY OF MUSKEGON
PLANNING COMMISSION MEETING
              April 16, 2026 @ 4:00 PM
     MUSKEGON CITY COMMISSION CHAMBERS
    933 TERRACE STREET, MUSKEGON, MI 49440
☐   CALL TO ORDER:

☐   ROLL CALL:

☐   APPROVAL OF MINUTES:

    A. Approval of the minutes from the regular meeting on March 12, 2026.
       Planning
☐   PUBLIC HEARINGS:
    A. Case 2026-10: Request to amend the Harbor 31 Planned Unit
       Development (PUD) at 600 Shoreline Dr (PUD address) for a new
       residential development at 170 Viridian Dr (development address) and to
       amend the waterfront access paths within Harbor 31, by Wolverine
       Building Group. Planning
    B. Case 2026-11: Staff-initiated request to amend Section XX of the zoning
       ordinance to change the required front setbacks for waterfront
       properties in the Lakeside Mixed Residential context area. Planning
    C. Case 2026-12: Staff-initiated request to amend Section XX of the zoning
       ordinance to remove/edit several areas of the form-based code.
       Planning
☐   UNFINISHED BUSINESS:
    A. 2026 Goal Setting Planning
☐   NEW BUSINESS:
    A. City of Muskegon Capital Improvement Plan Manager's Office
    B. Corridor Improvement Checklist Planning
☐   ANY OTHER BUSINESS:
    A. Memo from Attorney - Closed Session Planning
☐   GENERAL PUBLIC COMMENT:



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► 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. ►Limit of
3 minutes to address the Commission.

☐    ADJOURNMENT:



AMERICAN DISABILITY ACT POLICY FOR ACCESS TO OPEN MEETINGS OF THE CITY OF
MUSKEGON AND ANY OF ITS COMMITTEES OR SUBCOMMITTEES

To give comment on a live-streamed meeting the city will provide a call-in telephone
number to the public to be able to call and give comment. For a public meeting that is
not live-streamed, and which a citizen would like to watch and give comment, they
must contact the City Clerk’s Office with at least a two-business day notice. The
participant will then receive a zoom link which will allow them to watch live and give
comment. Contact information is below. For more details, please visit:
www.shorelinecity.com
The City of Muskegon will provide necessary reasonable auxiliary aids and services, such
as signers for the hearing impaired and audio tapes of printed materials being
considered at the meeting, to individuals with disabilities who want to attend the
meeting with twenty-four (24) hours’ notice to the City of Muskegon. Individuals with
disabilities requiring auxiliary aids or services should contact the City of Muskegon by
writing or by calling the following:

Ann Marie Meisch, MMC. City Clerk. 933 Terrace St. Muskegon, MI 49440. (231)724-6705.
[email protected]




                                             Page 2 of 2

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      CITY OF MUSKEGON
PLANNING COMMISSION MEETING
              March 12, 2026 @ 4:00 PM
    MUSKEGON CITY COMMISSION CHAMBERS
   933 TERRACE STREET, MUSKEGON, MI 49440
                                    MINUTES
CALL TO ORDER
L. Willett-Leroi called the meeting to order at 4:05 PM, and a roll call was taken.

ROLL CALL
Members Present: K. Johnson, J. Seyferth, S. Gawron, L. Willett-LeRoi, M. De La
Garza

Member(s) Absent: None.
Member(s) Excused: D. Keener, S. Blake, B. Mazade, L. Simmons
Staff Present: M. Franzak and S. Romine
Others Present: None.

APPROVAL OF MINUTES



    A. Approval of minutes from the regular Planning Commission meeting of
       February 12, 2026. Planning
A motion to approve, with a correction that M. De La Garza's absence to be revised
to excused, the minutes of the regular Planning Commission meeting on March 12,
2026, was made by K. Johnson, supported by S. Gawron, and unanimously
approved.

PUBLIC HEARINGS



    A. Case 2026-05: Staff-initiated request to amend Article II (Definitions) of
       the zoning ordinance to create definitions for “Public Access” and
       “Waterfront Public Access.” Planning
This item was removed from the agenda.



                                     Page 1 of 5

                                                                                      Page 3 of 216
    B. Case 2026-06: Staff-initiated request to amend Sections 403, 702, 802,
       902, 1102, 1302, 1402, 1502, 1802, and 1902 and Article XX of the zoning
       ordinance to require all Planned Unit Developments and Specific
       Development Plans in these zoning districts to include waterfront public
       access requirements. Planning
This item was removed from the agenda.


    C. Case 2026-07: Staff-initiated request to amend the zoning ordinance by
       eliminating B-3, Central Business, and RT, Two-Family Residential districts,
       and all other references to these districts in the zoning ordinance.
       Planning
SUMMARY
The B-3, Central Business District, has been replaced by the Form-Based Code (FBC). All
properties that were zoned B-3 were rezoned to FBC in 2015 and there would be no reason to
rezone any new parcels to B-3. Once removed, Section 1200 (B-3) will be reserved for future use
in the zoning ordinance.

In 2025, all properties zoned RT, Two-Family residential, were rezoned to R, Residential. The RT
district is no longer needed since zoning reform was passed in 2024. Duplexes may now be built
in R districts. Section 600 (RT) will be reserved for future use in the zoning ordinance.

Please see the attached files that show the removal of these references throughout the zoning
ordinance.

STAFF RECOMMENDATION
I move the request to amend the zoning ordinance by eliminating B-3, Central Business, and RT,
Two-Family Residential districts, and all other references to these districts be recommended to
the City Commission for approval.

PUBLIC HEARING COMMENCED
No public comments were received.

PUBLIC HEARING - MOTION
A motion to close the public hearing was made by S. Gawron, supported by J. Seyferth, and
unanimously approved.
MOTION PASSED

MOTION
A motion by S. Gawron, seconded by J. Seyferth, that the request to amend the zoning
ordinance by eliminating B-3, Central Business, and RT, Two-Family Residential districts, and all
other references to these districts, be recommended to the City Commission for approval.

ROLL VOTE: Ayes: S. Gawron, J. Seyferth, L. Willett-Leroi, K. Johnson, and M. De La Garza.
           Nays: None.
MOTION PASSED


                                         Page 2 of 5

                                                                                               Page 4 of 216
     D. Case 2026-08: Staff-initiated request to amend Section 404 of the zoning
        ordinance to establish maximum lot widths in R, Neighborhood
        Residential districts. Planning
SUMMARY
Currently, the zoning ordinance requires a minimum width of 30 feet for residential lots.
In the Form Based Code, there is also a maximum lot widths, which is 60 feet. This request is to
make this same standard a requirement in all R, Residential districts, not just Form Based Code
districts. Minimum lot widths for single-family (30), duplexes (40), and triplexes (50) will remain
the same.

The master plan references the need for zoning restrictions that would eliminate the possibility
of combining several lots, which reduces housing development. See Goal 2 and
Recommendation 2 in the master plan attachment.

STAFF RECOMMENDATION
I move the request to amend Section 404 of the zoning ordinance to establish maximum lot
widths in R, Neighborhood Residential districts, be recommended to the City Commission for
approval.

PUBLIC HEARING COMMENCED
No public comments were received.

PUBLIC HEARING - MOTION
A motion to close the public hearing was made by S. Gawron, supported by J. Seyferth, and
unanimously approved.

MOTION
A motion by J. Seyferth, seconded by S. Gawron, that the request to amend Section 404 of the
zoning ordinance to establish maximum lot widths in R, Neighborhood Residential districts be
recommenced to the City Commission for approval.

ROLL VOTE: Ayes: S. Gawron, J. Seyferth, K. Johnson, L. Willett-Leroi, and M. De La Garza.
           Nays: None.
MOTION PASSED

     E. Case 2026-09: Staff-initiated request to amend Sections 703, 803, and 903
        to set minimum density requirements for multi-family housing districts.
        Planning
SUMMARY
The zoning ordinance sets maximum density requirements for multi-family housing.
These standards can be viewed in the RM-1 (Low-Density Multiple-Family), RM-2
(Medium-Density Multiple-Family), and RM-3 (High-Density Multiple-Family)
sections of the zoning ordinance.




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Staff is proposing to set a minimum density requirement in these districts as well, to
ensure the proper amount of housing in each development. Currently, a property
zoned RM-3, designated for the highest density, could use the development
standards of the RM-1 districts, which would allow for the development of a lone,
single-family house.

STAFF RECOMMENDATION
I move the request to amend Sections 703, 803, and 903 to set minimum density requirements
for multi-family housing districts be recommended to the City Commission for approval.

PUBLIC HEARING COMMENCED
No public comments were received.

PUBLIC HEARING - MOTION
A motion to close the public hearing was made by S. Gawron, supported by K. Johnson, and
unanimously approved.

MOTION
A motion by S. Gawron, seconded by J. Seyferth, that the request to amend Sections 703, 803,
and 903 to set minimum density requirements for multi-family housing districts be
recommended to the City Commission for approval.

ROLL VOTE: Ayes: S. Gawron, J. Seyferth, L. Willett-Leroi, K. Johnson, and M. De La Garza.
           Nays: None.
MOTION PASSED

UNFINISHED BUSINESS



    A. 2026 Goal Setting Planning
This item was removed from the agenda and will be discussed at the April 16, 2026,
Planning Commission meeting.


NEW BUSINESS
None.


ANY OTHER BUSINESS
None.

GENERAL PUBLIC COMMENT
None.



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ADJOURNMENT
The Planning Commission meeting adjourned at 4:33 PM.




                                   Respectfully Submitted,



                                   Ann Marie Meisch, MMC City Clerk




                               Page 5 of 5

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                       Agenda Item Review Form
                     Muskegon Planning Commission
Commission Meeting Date: April 16, 2026                Title: Case 2026-10: Request to amend the Harbor
                                                       31 Planned Unit Development (PUD) at 600
                                                       Shoreline Dr (PUD address) for a new residential
                                                       development at 170 Viridian Dr (development
                                                       address) and to amend the waterfront access
                                                       paths within Harbor 31, by Wolverine Building
                                                       Group.

Submitted by: Mike Franzak, Planning Director          Department: Planning

Brief Summary:
Request to amend the Harbor 31 Planned Unit Development (PUD) at 600 Shoreline Dr (PUD address)
for a new residential development at 170 Viridian Dr (development address) and to amend the
waterfront access paths within Harbor 31.

Detailed Summary & Background:
The proposed development is located within the Harbor 31 Planned Unit Development (PUD). Much
of the interior of the subject parcel is considered a wetland and is prohibited from development by
the Michigan Department of Environment, Great Lakes, and Energy (DELEG). The areas restricted
from development are enclosed by split rail fencing and are considered an environmental
easement.

The project consists of four large multiplex buildings, each containing 12 units, for a total of 48 units.
There are 67 off-street parking spaces and five parking spaces in the terrace proposed.

Large multiplex buildings are an allowed building type in this context area. However, the location of
the wetlands prohibits traditional building and parking placement, requiring the need to amend the
PUD. The initial project for this parcel was townhomes, but the environmental easements caused
issues with the site layout.

A portion of the Grand Valley State University (GVSU) parking lot to the west of the development
actually encroaches onto the Meadows property. This will have to be removed prior to construction.
Page 2 of the site plan depicts the existing parking lot in relation to the proposed development, and
Page 3 depicts what the revised GVSU parking lot could look like, although this is not a finalized
concept. GVSU will have to apply to the city to reconfigure their parking lot.

A stormwater management permit application will need to be submitted to the Engineering
Department, and the original storm water management permit for the overall site may need to be
modified if changes to the original management plan are contemplated.

The landscaping plan lacks canopy trees. Canopy trees should be added to each parking lot and in
vacant areas outside the environmental easement. The plans for the paved terraces for parking


                                                                                                  Page 8 of 216
would remove several street trees. If this design is approved, additional street trees should be planted
throughout the development.

Staff has asked the developer to provide a driveway plan that shows how the proposed driveways
will interact with their position relative to the driveways planned for the hotel across the street. Staff
has also asked for a circulation plan for this property and the three adjacent to its NE and NW
borders. The Public Works Department notes that the traffic circulation pattern is poor in this area,
and this plan seems to exacerbate it, given 90 degree parking adjacent to an access road, and it
should be addressed in the context of all planned and underway development in the area, as this
last piece is planned. The Public Works Department is not in favor of the paved terrace parking areas,
but may be willing to allow them if the seven parking spaces behind building #3 are removed.

Notice was sent to all addresses within 300 feet of the property. At the time of this writing, staff had
received one comment from the public. Kevin Murphy, who is an owner of the Vida Nova
condominiums, made several comments regarding issues he has with the overall development of
Harbor 31. His comments appear to be issues with the Harbor 31 board, the lack of boardwalk
signage for the public, and issues with the placement of electrical equipment, but there were no
specific comments about the proposed development.

Staff recommends approval of the request with the condition that the western path to the boardwalk
is installed and functional before Certificates of Occupancy are issued for the Meadows. Also,
additional canopy trees should be located onsite. Staff may also have additional conditions as new
information is shared by the applicant.

Goal/Focus Area/Action Item Addressed:

Key Focus Areas:


Goal/Action Item:
2027 Goal 2: Economic Development Housing and Business

Amount Requested:                                      Budgeted Item:
N/A                                                    Yes            No            N/A      X

Fund(s) or Account(s):                                 Budget Amendment Needed:
N/A                                                    Yes            No            N/A      X

Recommended Motion:
I move the request to amend the Harbor 31 Planned Unit Development (PUD) at 600 Shoreline Dr
(PUD address) for a new residential development at 170 Viridian Dr (development address), and to
amend the waterfront access paths within Harbor 31 be recommended to the City Commission for
approval with the following conditions:

1. The stormwater permit is updated with the Engineering Department.
2. The Certificates of Occupancy for the Meadows are not issued until the western path to the
boardwalk is constructed and usable.
3. Any street trees that are removed for terrace parking shall be replaced elsewhere in the
development, as approved by staff.
4. The landscaping plan is revised to include an additional 10 canopy trees on-site, including at least
two per parking lot.


                                                                                                 Page 9 of 216
Approvals:                 Guest(s) Invited / Presenting:
Immediate Division     X   No
Head
Information
Technology
Other Division Heads
Communication
Legal Review




                                                            Page 10 of 216
                                                                                                                                                                                                              VICINITY MAP

                                                                                                                                                                                                                                                                                                                                                                                                                                        THE MEADOWS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DEVELOPMENT REFERENCE:
                                                                                                                                                                                                                         NOT TO SCALE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          OWNER:            MUSKEGON LAKEFRONT LLC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1985 HOLTON RD, MUCKEGON, MI 49445

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DEVELOPER:        TRUE PROPERTY RESOURCES, LLC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          APPLICANT         415 LEONARD STREET NW, SUITE 201
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            GRAND RAPIDS, MI 49504
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ATTN: DAN HENRICKSON


                                                                                                                                                                                                                                                                                                                                                                                                                                                  SITE PLAN / PUD AMENDMENT                                                                                                                                                                                                                                                               CIVIL ENGINEER:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PHONE: (616) 454-5554

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PARADIGM DESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            415 LEONARD STREET NW, SUITE 200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            GRAND RAPIDS, MI 49504
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PARADIGMDESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ARCHITECTS | ENGINEERS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 415 Leonard Street NW, Suite 200



                                                                                                                                                                                                                                                                                                                                                                                                                                                      CITY OF MUSKEGON                                                                                                                                                                                                                                                                    SURVEYOR:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ATTN: BILL HADLOCK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PHONE: (616) 785-5656

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            8375 RIDGESTONE DR.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Grand Rapids, MI 49504
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         (616) 785-5656

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Grand Rapids | Phoenix
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                                                                                                                                                                                                                                                                                                                                                                                                                                        MUSKEGON COUNTY, MICHIGAN 49440                                                                                                                                                                                                                                                                                     ATTN: JORDAN BURGESS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PHONE: (614) 441-4222




                                                                                                                                                                                       MUSKEGON COUNTY                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    COORDINATION INDEX:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          WATER / SEWER     CITY OF MUSKEGON PUBLIC WORKS DEPARTMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1350 E. KEATING AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            MUSKEGON, MI 49422
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PHONE: (231) 724-4100

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ELECTRIC          CONSUMERS ENERGY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PHONE: 1-800-477-5050
                                                                                                                                                                                                       SITE LOCATION MAP NOT TO SCALE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NATURAL GAS:      DTE ENERGY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PHONE: 1-800-477-4747                                                   WILLIS MONTE HADLOCK, P.E.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  MI - REGISTRATION #6201045738

                                                                                                                                                                                             SITE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXP. DATE 09/02/2027


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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     S
                                                                                                                                                                                                                                                                                         ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 TR                                                                                                                       BENCHMARKS:                                                                                 DEVELOPER
                                                                                                                                                                                                                                                                                                                                                                                         ST   X       SD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RY
                                                                                                                                                                                                                                                                                    ST                                                                                                                                                                        X              UG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ASSUMED BENCHMARK AS DENOTED ON MUSKEGON LAKEFRONT DEVELOPMENT PLANS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TRUE PROPERTY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       STM
                                                                                                                                                                                                                                                                                                                                                       S
                                                                                                                                                                                                                                                                                                                                                   S                                                                                                                           -E
                                                                                                                                                                                                                                                                                                                                                                                                                           SA
                                                                                                                                                                                                                                                                                                                                                                                                                                N
                                                                                                                                                                                        150 VIRIDIAN DRIVE                         SECTION 19, TOWN 10 N, RANGE 16 E                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DEVELOPED BY FLIES AND VANDENBRINK.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TERRACE STREET
                                                                                                                                                                                                                                                                                                                                                           SD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ER
                                                                                                                                                                                                                                                                                                                                                                                                                                 ST                                                 E                                                                                                           MW

                                                                                                                                                                                                                                                                                                                   S


                                                                                                                                                                                        CITY OF MUSKEGON                                    43°14'34" N, 86°15'11.3" W                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RESOURCES, LLC
                                                                                                                                                                                        MUSKEGON COUNTY, MICHIGAN                        PARCEL #: 61-607-000-0001-00
                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                                                                               X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S   ON              BM#1:TOP OF FLANGE BOLT UNDER THE 'E' OF EJIW ON HYDRANT: LOCATED WEST & ±10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FEET SOUTH OF SOUTHEAST PROPERTY CORNER.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          UNIT K         ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ST




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FIBER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         UNIT J
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CR              ELEVATION = 587.69 (BASIS FOR PLAN ELEVATION SHOWN)
                                                                                                                                                                                                                                                                                                                                                           SD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          VIRIDIAN DRIVE
                                                                                                                                                                                                                                                                                                       WT     S
                                                                                                                                                                                                                                                                                                         R
                                                                                                                                                                                                                                                                                                                   VIR                                                                                                              X

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              NAVD88 ELEV = (PLAN ELEVATION)-(0.42 FEET)
                                                                                                                                                                                                                                                                                                                       IDIA
                                                                                                                                                                                                                                                                                UNIT F
                                                                                                                                                                                                                                                                                                                                 ND                                                                                                                                                                                                                                                                                                                                        UNIT P                                                EE
                                                                                                                                                                                                                                                                                                                         POST
                                                                                                                                                                                                                                                                                                                                   SA
                                                                                                                                                                                                                                                                                                                                       RIV
                                                                                                                                                                                                                                                                                                                                       N

                                                                                                                                                                                                                                                                                                                                          E                                                                                                  YD
                                                                                                                                                                                                                                                                                                                                                                                                                                                  GV
                                                                                                                                                                                                                                                                                                                                                                                                                                                         WV
                                                                                                                                                                                                                                                                                                                                                                                                                                                       WVWV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    K     COORDINATE SYSTEM:


                                                                                                                                                                                                                                                                                                                                                                                                                                         H
                                                                                                                                                                                                                                                                                                                                                                                     S
                                                                                                                                                                                                                                                                                                                                                                                                       ST          S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          COORDINATES & BEARINGS ARE BASEDMICHIGAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ON      STATE PLANE SOUTH ZONE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      , NAD83(HARN)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   S                                                                                                                                                                                      INTERNATIONAL FEET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .
                                                                                                                                                                                                                                                                                                                  UNIT G                                                                                                                                                                                 WTR                                                                              SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      OH-E                                                         E     OH-E                                                                                                                                                WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         OH-E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     OH-E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NAVD88 ELEVATIONS ARE 0.42 FEET LOWER THAN THE SITE DATUM.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   OH-E                            OH-E   S


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ST                                      R.R.E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FLOODPLAIN DATA:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 XING
                                                                                                                                                                                                                                                                                                                                                                                                                                                       SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CSX RAILROAD                                                                                                                                                        (616) 454-5554
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SHORELINE DRIVE (BUSINES                                                                                                                    SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          MAP, FIRM NUMBER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         26121C0257D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   , EFFECTIVE DATE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  JULY 6 2015,NATIONAL FLOOD INSURANCE          415 LEONARD STREET,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               S 31)                                                                                                                                SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PROGRAM, AS PUBLISHED BY FEMA.                                                        GRAND RAPIDS, MI 49504
                                                                                                                                                                                                                                                                                                                                                            N
                                                                                                                                                                                                                                                                                                                                                                SA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SOUTHBOUND
Wednesday, March-11-2026 at 3:24pm C:\Users\jnichols\OneDrive - PD\Documents\Project Notes\2212167GR Harbor 31 - The Meadows\Civil\03-Production Sheets (CD's)\167C-001.dwg jnichols




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          THE SUBJECT PROPERTY IS IN ZONE AE DEFINED AS AREA INUNDATED BY THE BASE FLOOD WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NORTHBOUND                                      BASE FLOOD ELEVATIONS DETERMINED WITH A BASE FLOOD ELEVATION OF 584.4.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          (NAV 88 ASSUMED)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RELEASE DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DATE DESCRIPTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      03-12-26 PUD AMENDMENT


                                                                                                                                                                                                                                                                         GENERAL NOTES:
                                                                                                                                                                                                                                                                         REFER TO PROJECT MANUAL FOR SITE "RECORD DRAWING" SUBMITTAL REQUIREMENTS.

                                                                                                                                                                                                                                                                         OWNER HAS SUBMITTED FOR AND OBTAINED THE FOLLOWING SITE RELATED PERMITS:
                                                                                                                                                                                                                                                                              AGENCY
                                                                                                                                                                                                                                                                         EGLE PART 31, 301, 303
                                                                                                                                                                                                                                                                                                                        PERMIT #
                                                                                                                                                                                                                                                                                                               WRP032704 v.1 (ISSUED 6/27/2022)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SHEET LIST TABLE
                                                                                                                                                                                                                                                                         OWNER HAS SUBMITTED FOR AND IS IN THE PROCESS OF OBTAINING THE FOLLOWING SITE                                                                                                                                                                                                                                                                                                                                                                                     C-001       COVER SHEET
                                                                                                                                                                                                                                                                         RELATED PERMITS:                                                                                                                                                                                                                                                                                                                                                                                                                                                  C-101       EXISTING CONDITIONS & DEMOLITION PLAN
                                                                                                                                                                                                                                                                              AGENCY                                      PERMIT #
                                                                                                                                                                                                                                                                         MUSKEGON COUNTY DRAIN COMMISSIONER'S               TBD                                                                                                                                                                                                                                                                                                                                                                                                            C-200       SITE PLAN
                                                                                                                                                                                                                                                                         UPON AWARD OF CONTRACT, CONTRACTOR WILL BE RESPONSIBLE TO CHECK WITH ENGINEER AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           C-220       PEDESTRIAN ACCESS WAYS
                                                                                                                                                                                                                                                                         JURISDICTION ON STATUS OF THE PERMIT(S) LISTED ABOVE.                                                                                                                                                                                                                                                                                                                                                                                                                         LANDSCAPE PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PHOTOMETRIC PLAN
                                                                                                                                                                                                                                                                         CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL SITE RELATED PERMITS NOT BEING OBTAINED BY
                                                                                                                                                                                                                                                                         THE OWNER. CONTRACTOR IS REQUIRED TO COMPLETE THE APPLICATION, AND SUBMIT                                                                                                                                                                                                                                                                                                                                                                                                     FLOORPLAN - 1ST FLOOR
                                                                                                                                                                                                                                                                         NECESSARY DRAWINGS, FEES, ETC. TO THE APPROPRIATE JURISDICTION. CONTRACTOR SHALL                                                                                                                                                                                                                                                                                                                                                                                              FLOORPLAN - 2ND FLOOR
                                                                                                                                                                                                                                                                         PAY ALL FEES RELATED TO PERMIT(S) AND SECURE PERMIT(S) IN HIS NAME.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FLOORPLAN - 3RD FLOOR
                                                                                                                                                                                                                                                                         CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL SITE UTILITY CONNECTIONS AND INSPECTIONS                                                                                                                                                                                                                                                                                                                                                                                          BUILDING ELEVATIONS - FRONT & SIDE 1                                           PROJECT
                                                                                                                                                                                                                                                                         WITH THE PROPER JURISDICTION AND PAY ALL ASSOCIATED FEES.                                                                                                                                                                                                                                                                                                                                                                                                                     BUILDING ELEVATIONS - BACK & SIDE 2
                                                                                                                                                                                                                                                                         THE CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING WATER, SANITARY
                                                                                                                                                                                                                                                                         SEWER, AND STORM SEWER CROSSINGS AND CONNECTION POINTS PRIOR TO CONSTRUCTION.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2212167GR
                                                                                                                                                                                                                                                                         CONTACT ENGINEER WITH ANY DISCREPANCIES.
                                                                                                                                                                                         THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY PIPES, CONDUITSOR                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SHEET
                                                                                                                                                                                         STRUCTURESSHOWNON THESEPLANSWAS OBTAINEDBY A SEARCHOF THE AVAILABLE             ALL UTILITIES SHOWN ARE APPROXIMATE LOCATIONS FROM FIELD DATA AND AVAILABLE
                                                                                                                                                                                         RECORDS.THE CONTRACTORIS REQUIREDTO TAKEDUE PRECAUTIONARY     MEASURESTO        INFORMATION. THEY SHOULD NOT BE INTERPRETED AS EXACT LOCATIONS NOR SHOULD THEY BE
                                                                                                                                                                                         PROTECTTHE UTILITYLINESSHOWNON THESEDRAWINGS.THE CONTRACTORFURTHER              ASSUMED TO BE THE ONLY UTILITIES IN THE AREA.
                                                                                                                                                                                         ASSUMESALL LIABILITY AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITSOR
                                                                                                                                                                                                                                                                         REFERENCE SOILS REPORT FOR BORING LOGS AND PREPARATION AND CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      COVER SHEET
                                                                                                                                                                                         STRUCTURESSHOWNOR NOT SHOWNON THESE DRAWINGS.THE CONTRACTORSHALL
                                                                                                                                                                                                                                                                         PROCEDURES FOR SUBBASE AND DESIGN SECTION OF ALL PAVED AREAS.
                                                                                                                                                                                         POTHOLEALL EXISTING UTILITIES TO VERIFY THE LOCATIONAND ANY DISCREPANCY
                                                                                                                                                                                         BETWEEN THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
                                                                                                                                                                                                                                                                         ALL MDOT REFERENCES ARE TO THE
                                                                                                                                                                                                                                                                                                     2025 EDITION.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        C-001
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EXI RAGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   N
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SA
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     BENCHMARK                            CONTROL POINT                         DECIDUOUS TREE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          -T
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SIGN                                 MONITORING WELL                       CONIFEROUS TREE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        UGG
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     WETLAND FLAG                              ELECTRICAL                       STORM SEWER




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     WTR
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   WTR                                                                                                                                                                                                                                                                             N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            WATER




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          UTILITY POLE                     ST   MANHOLE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         W
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   W                                                                            WV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     VALVE                       E        PEDESTAL                              SQUARE CATCH BASIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ZONING: FBC-MSW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               S                                     SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SAN
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PARADIGMDESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SAN          WV W                                                             HYDRANT                                                                    CURB CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               EX 8" WATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    WV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ARCHITECTS | ENGINEERS




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SANITARY SEWER                                                             ROUND CATCH BASIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EX 12" STORM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         TR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       STM
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                S    MANHOLE                                                 CONCRETE                                           Grand Rapids, MI 49504
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    (616) 785-5656
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             BITUMINOUS
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    www.paradigmae.com




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             STM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CURB & GUTTER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPERTY LINE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             POND / EDGE OF WATER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             590                       589                   CONTOUR LINE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                UG-T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             100 YEAR FLOODPLAIN CONTOUR (584.82)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                UG-E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             500 YEAR FLOODPLAIN CONTOUR (585.72)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             FENCE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   STM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TREE LINE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WATER MAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          WT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WTR                      WTR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 STM
                                                                                                                                                                                                                                                                                                                                                                                                                             WTR                                                                     WTR                                            WTR                               WTR                                                     WTR                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SAN                      SAN                    SANITARY SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                  EX 8" WATER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            UG-E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           UG-T                                                             UG-T                                                                                                                                                                                                                                                                             STM                      STM                    STORM SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    UG-E                                                              UG-T                                                                                                                                  UG-E                                                             UG-E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     UG-T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EX ST-3                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NATURAL GAS
                                                                                                                                                                                      ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              G                           G
                                                                                                                                                                                                   STM
                                                                                                                                                                                                                           STM
                                                                                                                                                                                                                                                  STM                                                                                                                                                                                                                                                                                                                                                                                                                                          EX ST-2                                                                                                                                                                                                                                                                                                                                                                                                                                                       FIBER                    FIBER                  FIBER OPTIC
                                                                                                                                                                                                                                                                         ST       STM                                              STM                     ST                                                STM                                                                              STM                                          ST                   STM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STM                                                     STM

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   95.87'                                                                                                                  P = 139.72'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             UG-E                     UG-E                   UNDERGROUND ELECTRIC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EASEMENT TO CONSUMER ENERGY PER LIBER 3630, PAGE 646 & LIBER 3652, PAGE 851                                                                                                                                                                                                                                                                                                                           UG-T                     UG-T                   UNDERGROUND TELEPHONE
                                                                                                                                                                                                                                                             EX ST-5
                                                                                                                                                                                                                                                                                S63°03'51"E 419.96'                                      EX ST-4                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               WILLIS MONTE HADLOCK, P.E.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             MI - REGISTRATION #6201045738




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         586
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ST




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         58
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      O                                                                                                                                                                                                       EX ST-2A                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EXP. DATE 09/02/2027
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EA RM S                                DRIVE ACCESS EASEMENT                                                                                                    58
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SE EW                                                                                                                                                          5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ME ER                       -1                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROJECT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NT                      CB 585
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EX                                                                                                                                                                                                             G                                                            G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    G




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           THE MEADOWS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        586
                                                                                                                                                                                                                                                                                                                                                                                                                              PER LIBER 3630, PAGE 646 &
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         585
                                                                                                                                                                                                                                                                                                    ZONING:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STM
                                                                                                                                                                                                                                                                                                                                                                                                                                LIBER 3652, PAGE 851
                                                                                                                                                                                                                                                                                                                                                                                                                                CONSUMER ENERGY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SAWCUT &
                                                                                                                                                                                                                                                                                                   FBC-MSW




                                                                                                                                                                                                                                                                                                                                                                                                                                   EASEMENT TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     REMOVE ASPHALT                                                                                                                                                                                                                            FIBER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      VIRIDIAN DRIVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                586
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                B-1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3                                                            SAWCUT &                                                                                                                                                                                                                                                                                                                584
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EX                                                                    REMOVE ASPHALT                                                                                                                                                                                                                                       REMOVE CURB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 AND GUTTER                                                                                                                                                     6"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 MA

                                                                                                                                                                                                                                                                                                   EXISTING SIDEWALK TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     WTR
                                                                                                                                                                                                                                                                                                  BE REMOVED BY OTHERS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               STM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTING PAVEMENT TO                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                MUSKEGON




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BE REMOVED BY OTHERS


                                                                                                                                                                                                                                                                                                                                                                                                       N27°25'55"E 197.93'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            WV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LAKEFRONT, LLC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        585
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S-2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                584                                                                                                                                                                                                                                         EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                -1                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           T-1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1                                                                                                                                                                                       MUSKEGON, MICHIGAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                         S                                                                10                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                                                                                                                                                                                                                      EX                                                              ST-                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EX




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              STM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    REMOVE CURB                                                                                                                                                                                                                                                                                                                                                                  DEVELOPER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     AND GUTTER
                                                                                                                                                                                                                                                                        TA TE                                                                                                                                                                                                                                   -12
                                                                                                                                                                                                                                                                   EY S DING
                                                                                                                                                                                                                                                                                                                                                                                 BP BP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              585

                                                                                                                                                                                                                                                        ND V
                                                                                                                                                                                                                                                             A L L
                                                                                                                                                                                                                                                                      UIL                                                                                                                                                                                                                           EX                                                                                                                                                                                                                                                                                                                                                           SAWCUT & REMOVE                                                                                                                                                                                                                                                                                                                                                                           TRUE PROPERTY


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     585
                                                                                                                                                                                                                                                   GRA ERSITY B.51
                                                                                                                                                                                                                                                                                                                                                                               R
                                                                                                                                                                                                                                                                                                                                                                                  E
                                                                                                                                                                                                                                                                                                                                                                            GE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STM
                                                                                                                                                                                                                                                                                                                                                                            AR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                584
                                                                                                                                                                                                                                                      NI V        8 7                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CONCRETE SIDEWALK
                                                                                                                                                                                                                                                                                                                                                                       CH




                                                                                                                                                                                                                                                    U            5
                                                                                                                                                                                                                                                           F.F.=
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DEMOLITION NOTES:                                                                                              RESOURCES, LLC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     X.    .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 P RO OF EX P.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          584
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               P
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              A ION E,TY                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SAWCUT &
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               AT NC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            LOC OD FE                                                                                                                                                                                                                                                                                                                                                                                                       E                                                                                 REMOVE                                                        ALL MATERIAL THAT IS NOT SUITABLE AS BACKFILL AND MATERIALS THAT ARE EXCESS SHALL BE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 APL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                585
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WO                                                                          D                                RE                                                                                                                                                                                                                                                                                6" M                                                                                              ASPHALT                                                       REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     NIT                              STOANDS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      WTR

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                U                                   E                                                                                                                                                                                                                                                                                    (R)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              STM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   R TL FT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              13                                                                                                                                                                    WE 814 S C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            FEDERAL REGULATIONS.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      586
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ST-                                                                                                                                                                         36, .85 A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 586




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EX                                                                                                                                                                                  0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ST               2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          587
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            T-1                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ALL AREAS OF UNDERGROUND DEMOLITION; UTILITY LINE REMOVAL; AND UNDERGROUND TREE,




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ST    EX                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     STUMP, AND VEGETATION REMOVAL SHALL BE BACKFILLED.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             58
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                -11                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         BACKFILLING SHALL PROMPTLY FOLLOW UNDERGROUND DEMOLITION OR REMOVAL WORK AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CB
                                                                                                                                                                                                                                                                                                                                                                                                                                     32.85'                                                         EX                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SHALL CONTINUE AS THE DEMOLITION PROGRESSES.
                                                                                                                                                                                                                                                                                                                                                                                                                                   S62°34'05"E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WT
                                                                                                                                                                                                                                                                                                                                                                                                           STM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR AND OBTAINING ALL NECESSARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SA

                                                                                                                                                                                                                                                                                                                                                   STM                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      E   XS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   -3                                                                                                                       DEMOLITION PERMITS AND PAYING FOR ANY ASSOCIATED PERMIT FEES.                                                  (616) 454-5554
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            NOTIFY ARCHITECT/ENGINEER OF ANY OTHER UNDERGROUND MATERIALS OR EQUIPMENT                                      415 LEONARD STREET,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            REMOVE CURB                                                                                                                                                                                                                                                                     ENCOUNTERED DURING EXCAVATION NOT SPECIFICALLY NOTED ON THE DRAWING(S).                                        GRAND RAPIDS, MI 49504




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               WV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     WV




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              WV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AND GUTTER
Thursday, March-12-2026 at 1:23am C:\Users\jnichols\OneDrive - PD\Documents\Project Notes\2212167GR Harbor 31 - The Meadows\Civil\03-Production Sheets (CD's)\167C-101.dwg jnichols




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2                                                                                                                         PRIVATE UTILITY REMOVAL - CONTRACTOR TO COORDINATE PRIVATE UTILITY (GAS, ELECTRIC,




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           #38




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CP                                                                                                                                     PHONE, CABLE, ETC.) REMOVAL WITH APPROPRIATE AUTHORITY. ALTHOUGH ALL PRIVATE UTILITY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          WT
                                                                                                                                                                                                                                                                                                             3
                                                                                                                                                                                                                                                                                                       B-1                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SERVICES MAY NOT BE SHOWN ON THIS DRAWING, CONTRACTOR IS RESPONSIBLE FOR REMOVAL
                                                                                                                                                                                                                                                                                          SAN




                                                                                                                                                                                                                                                                                                   C                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   APL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     N27°25'55"E 138.70'




                                                                                                                                                                                                                                S TM                                                            EX                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        6" M                                                                                                                                                                                              OF SERVICE AS NECESSARY.
                                                                                                                                                                                                                                                                                                                          ST                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   (R)                                                                                                                                                                 OH-E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     586




                                                                                                                                                                                                                                                                                                                               M

                                                                                                                                                                                                                                                                                                                                                                                                                  LOT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            APL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     E                                                                                                                               WTR
                                                                                                                                                                                                                                                                                                                                                             2                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                WTR
                                                                                                                                                                                                     STM
                                                                                                                                                                                                                                                                                                                                                       C  B-1                                                 ING IN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     6" M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PUBLIC UTILITY REMOVAL - CONTRACTOR TO COORDINATE PUBLIC UTILITY (WATER, SEWER,
                                                                                                                                                                                                                                                                                                                                                    EX                                                       K                                                                                                                                                                        584                                                                                                                                                                                                                                     REMOVE EX.                                                                                                                                                                                                                                     OH-E
                                                                                                                                                                                                                                                                                                                                                                                                         PAR MA
                                                                                                                                                                                                                                                                                                                                                                                                       EX TO RE                                                                                                                                                                                                                                                                                                                                                                                                                  POSTS                                                                        PPOO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SSTT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             OH-E                                                             OH-E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STORM) REMOVAL WITH APPROPRIATE UTILITY COMPANY. ALTHOUGH ALL PUBLIC UTILITY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          V




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          N
                                                                                                                                                                                                                                                                                                                    S-8                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SERVICES MAY NOT BE SHOWN ON THIS DRAWING, CONTRACTOR IS RESPONSIBLE FOR REMOVAL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    585




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    M
                                                                                                                                                                                                                                                                                                                 EX                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SSTT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          586                                                                                                                                                                                                                       -E                                         PPSOSOTT             TR                                                                                                                                                                                                                                      OF SERVICE AS NECESSARY.
                                                                                                                                                                                                                                                                                                       S

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    587
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                OH                                          PPOO                   W                                                                                                                                                                                                                                                                                                                                                             RELEASE DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           588                                                                                                                                                                                                                                                                  APL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    E                    B-9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              APL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   E           M                     C                                                                                                                                                                                                                      IT IS ANTICIPATED THAT A PRIVATE WELL AND SEPTIC SYSTEM MIGHT BE PRESENT. CONTRACTOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  OVERHEAD POWER TO                                                                                                                                                                                                                                                                     4" M       (R)4"                      EX                                                                                                                                                                                                             OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               -E                                                                                                                                DATE DESCRIPTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          H-E                                                                                                                                                                                                                               SALVAGE EX. GRATE AND FRAME                                                                                     TO REMOVE ENTIRE WELL AND SEPTIC SYSTEMS IN ACCORDANCE WITH GOVERNING AGENCIES.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                BE REMOVED BY OTHERS                                                                                    SAWCUT & REMOVE                                                                                  O
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     C  B-8                                 E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               EX                                  APL                                                      PROTECT EX. STORM STRUCTURE                                                                                                                                                                                                          03-12-26 PUD AMENDMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CONCRETE SIDEWALK                                                                                                                                                                                                                                                       6" M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SAWCUT & REMOVE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WHERE CURBING OR PAVEMENT IS INDICATED TO BE REMOVED, IT SHALL BE SAWCUT FULL
                                                                                                                                                                                                                                                                                                                 SAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CONCRETE SIDEWALK                                                                                                                                                           -E                                                                                              PL  E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DEPTH. REMOVE TO THE NEAREST JOINT, IF THE JOINT IS WITHIN 3 FEET OF THE REMOVAL LINE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            588                                                                                                          OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    6"   MA                                                                                                                                                                                                                                                   -E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR TO BEGINNING WORK.
                                                                                                                                                                                                                                                                                                                                                                                             F                                                                                                                                                                                   REMOVE CURB                                                                                                                                                                                                                              G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  AND GUTTER                                                                                                                     REMOVE CURB                                                                                                                                                                                                                                                                    PO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  OH-E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  AND GUTTER                                                                                                                                                       S

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         S-4
                                                                                                                                                                                                                                                                                                                                                                                                                                                       F                                                                                                                    OH-E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                M
                                                                                                                                                                                               -                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              R                                              ST
                                                                                                                                                                                            CB                                                                                                                                                                                                                                                                                                                   OH-E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            WT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EX
                                                                                                                                                                                       EX                                                                                                                                                                                                                                                                  E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    -E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (R)
                                                                                                                                                                                                                                                                                                                                                                 WV




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SA


                                                                                                                                                                                                                                                                                                                                                         208                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DEMOLITION LEGEND
                                                                                                                                                                                                                                                                                                                          SAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    R
                                                                                                                                                                                                                                                                                                                                                      #                                                                                                                                                                                                                                                                                                                                                                                                          WT
                                                                                                                                                                                                                                                                                                                                                                                 WV




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               G
                                                                                                                                                                                                                                                                                                                                                   CP                                                                                                                                                                                           G                                                         G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                E
                                                                                                                                                                                                                                                                                                                                    SAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            APL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      M
                                                                                                                                                                                                                                                                                                                                                                                                  EX. DRIVE                                                                                                                    PLE                               PLE                                                                                                         APL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                E                                                                                                                                   ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               MA                                                                                                                                                                                                                                                                                     4" M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 (R)4" MA                                 4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   MA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PLE  (R)                                          6" M                                                                                                                  SA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     -E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BP                                     WV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       (R)   REMOVE THESE ITEMS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              4"
                                                                                                                                                                                             STM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             REMOVE CONCRETE & SIDEWALK
                                                                                                                                                                                                                                            S-7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WTR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              586




                                                                                                                                                                                                                                                                                                                                             S-6
                                                                                                                                                                                                                                                                                                                                                                      WTR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SAN                                                    S
                                                                                                                                                                                                                                         EX                                                                                                                                                                                                                                                                                                                                                                                                         SAN
                                                                                                                                                                                                                                                                                                                                                                                                  58




                                                                                                                                                                                                                                                                                                                                          EX                                                                                                                                                                                                                                                SAN
                                                                                                                                                                                                                                                                                                                                                                                      WTR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S-5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SAN                                                                                                                                                                                                                   M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ST
                                                                                                                                                                                                                                                                                                                                                                                                  7




                                                                                                                                                                                                           STM                                                                                                                                                                                                                     SAN                                                                     SAN
                                                                                                                                                                                                                                             S                 SAN                  SAN                                             S                      SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EX                                            APL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E                                                                                                                                                                                                                                                                                                                                                                                                    REMOVE BITUMINOUS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SAWCUT &                                                                                                                                                                                                                                                                                                                                           SAWCUT &
                                                                                                                                                                                                                                         S TM                                                                                                                                                             VIRIDIAN DRIVE                                                                                                   REMOVE ASPHALT                                                                                                                                                                                                                                   CP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               #38
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3         6" M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   REMOVE ASPHALT                                                                                                                                                                                                                                                                                                            REMOVE BITUMINOUS (BY OTHERS)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0
                                                                                                                                                                                                                                                         -                                                                                                                                                                                                               #                 702
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               C       B-1
                                                                                                                                                                                                                                                       CB                                                                                                                                                                                                             CP                                             APL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E                                                                                                                                                                                                                   EX                                                                                                                                                                                                                                                                                                                                                                                                                                                               REMOVE CURB & GUTTER
                                                                                                                                                                                                                                                  EX
                                                                                                                                                                                                                                                                    WV
                                                                                                                                                                                                                                                              WV




                                                                                                                                                                                                                 WV
                                                                                                                                                                                                                                       WTR                    WTR                                                                                                                                                                                                         WV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 4" M                                             WTR                               WTR                                                     WTR
                                                                                                                                                                                                                                                                                   WTR                                                                                                                                                                                                                                 WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SAN




                                                                                                                                                                                                                                                                                                                                    WTR                                                                                                       WV
                                                                                                                                                                                                                                                                                                                                                                                            WTR                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              REMOVE THESE ITEMS
                                                                                                                                                                                                                           WV




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         E
                                                                                                                                                                                                                                                                                                                                                                                                                                                           ST




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     H-
                                                                                                                                                                                                                                                                                                                                                                                                                                                      PO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     O
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   WTR          WTR                          REMOVE WATER MAIN
                                                                                                                                                                                                                      WV




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SA                                       STM                      STM                    REMOVE STORM SEWER


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROJECT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         H-
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        O




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2212167GR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         N

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                N                                SHEET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                H-




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                O




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PIPES,CONDUITSOR STRUCTURESSHOWNON THESEPLANSWAS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             MEASURESTO PROTECTTHE UTILITY LINES SHOWN ON THESE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DRAWINGS. THE CONTRACTORFURTHERASSUMESALL LIABILITY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING CONDITIONS &
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITS OR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             STRUCTURESSHOWNOR NOT SHOWNON THESEDRAWINGS.THE                                                                 DEMOLITION PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CONTRACTORSHALLPOTHOLEALL EXISTINGUTILITIESTO VERIFY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      H-
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     O




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             THE LOCATION AND ANY DISCREPANCYBETWEEN THE PLANS                    0                  30'             60'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     C-101
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Page 12 of 216
                                                                                                                                                                                                                                                                                                                                                OWNER: VIRIDIAN SHORES                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED LEGEND
                                                                                                                                                                                                                                                                                                                                                    LAND CO., LLC                                                                                                                                                                                                               OWNER: DDLH, INC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PARCEL #: 61-24-817-000-0000-00                                                                                                                                                         OWNER: NEWACRE, LLC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         G
                                                                                                                                                                                                                                                                                                                                              PARCEL #: 61-24-840-000-0000-00                                                                                                                                                                                                                                                                                                                                                                                    PARCEL #: 61-24-607-000-0008-00                                                                                                                                                                                                                                                                                                                                   CONCRETE SIDEWALK
                                                                                                                                                                                                                                                                                                                                                     ZONING: PUD                                                                                                                                                                                                                   ZONING: PUD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ZONING: PUD                                                                                                                                                                                                                                                                                                                                                STANDARD DUTY BITUMINOUS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SNOW STORAGE AREA

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   STANDARD CURB & GUTTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   LANDSCAPE CURB                                       PARADIGMDESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPERTY LINE                                        ARCHITECTS | ENGINEERS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      WT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          WTR                    WTR               EXISTING POTABLE WATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         WTR                    WTR                PROPOSED POTABLE WATER                                415 Leonard Street NW, Suite 200




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Grand Rapids, MI 49504
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SAN                    SAN               EXISTING SANITARY SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 (616) 785-5656
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SAN                    SAN                PROPOSED SANITARY SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          STM                    STM               EXISTING STORM SEWER                                       Grand Rapids | Phoenix




                                                                                                                                                                                                                                                                                                                                  D
                                                                                                                                                                                                                                                                                                                       H Y
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SD                     SD                 PROPOSED STORM SEWER                                          www.paradigmae.com




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WT
                                                                                                                                                                                                                                                                        EX. HYDRANT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          G                    G                EXISTING GAS LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                 EX 8" WATER
                                                                                                                                                                                                                                                                                                                                  WTR                                                      WTR                                                              WTR                                                                   WTR                                                        WTR                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          UG-E                   UG-E              EXISTING UNDERGROUND ELECTRIC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EX 2" GAS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       586                         EXISTING CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                  CONNECT TO EXISTING                                                                                                                                                                    EX. HYDRANT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   586                         PROPOSED CONTOUR
                                                                                                                                                                                                                                                      CONNECT TO
                                                                                                                                                                                                                                                   EXISTING WATER                                                                                                                                                 DRAINAGE STRUCTURE                                                                                                                                                                                                                                                                      PROPOSED BICYCLE RACK,
                                                                                                                                                                                                                                                        STUB, TYP.                                                                                                                                                                                                                                                                                                                                                                                                                                        2 BICYCLES PER RACK, TYP.
                                                                                                                                                                                                                                                                                                                                                                                                                                                      EX. SIDEWALK                                                                                                                                 S63°03'51"E 368.06'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  H Y


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED                                                                                                                                                                                                                                                                                                                                                                                                         Δ=5°25'30"
                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED                                                                                                                                                                          CROSSWALK




                                                                                                                                                                                                                                                                                                                                                                                                 6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    L=22.06'




                                                                                                                                                                                                                                                                                                                                                                                               58
                                                                                                                                                                                                                                                                                                                                                                                                              STORM SEWER                                                                                         585                                                                                                                                          58
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 5                                                                                                                                                                                                                                                                                                                                                  R=233.00'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EX 2" GAS                          ESMT. TO CONSUMERS ENERGY                                                                                                                                                                                                                                                                      SITE DATA:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WTR
                                                                                                                                                                                                                                                                                                                                                  UG-E                                                                                                      132'                                                                                                                                                                                                                                                                          G




                                                                                                                                                                                                                                                                                                                                        WTR
                                                                                                                                                                                                                                                                                                                                                                                                                   UG-E                                                                     UG-E                                                               UG-E                                               UG-E                                               UG-E                                                  UG-E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       7                                                                        G                                                                                                                                                                                           SITE: 2.56 ACRES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             UG-E                                                     UG-E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OVERLAND OVERFLOW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       R20'                                 R20'                                                                                                                                                                                                                                   585                                                                                                                                                                                                                                      ZONED:IBC MAINSTREET WATERFRONT (MSW)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  UG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DRIVE ACCESS ESMT.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          UG-E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    -E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    POINT = EL 586.2'                                       USE: LARGE MULTI-PLEX (ALLOWED BY RIGHT)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EX. CONSUMERS ENERGY ESMT.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     WT                                                                                                                                                                       X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                586
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       R                                                                                                                                   X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          58                                                                                                                  X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            MINIMUM LOT AREA:                                7,500 SFT




                                                                                                                                                                                                                                                                                                                                                                                                                18' TYP.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             X                                                                                                                                                                      E                                                      UG-E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               6                                 X                                                   584
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            MINIMUM LOT WIDTH:                               75'
                                                                                                                                                                                                        FUTURE WATER QUALITY BASIN AND / OR STRUCTURES                                                                                                                                               11                                                                                                                                R5'                                                                   R3'                                                                                                                                                 X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            MAXIMUM LOT WIDTH:                               100'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 X
                                                                                                                                                                                                            DEPENDING ON FUTURE SITE DESIGN BY OTHERS.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      MINIMUM LOT DEPTH:                               100'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            WILLIS MONTE HADLOCK, P.E.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            24'




                                                                                                                                                                                                                                                                                                                                        WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SIDEWALK, TYP.                                                                                                                                                                                                                                               MAXIMUM BUILDING HEIGHT:                         6 STORY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    S27°25'55"W 125.80'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          MI - REGISTRATION #6201045738
                                                                                                                                                                                                        THIS PARCEL WILL NEED TO PROVIDE IT'S OWN WATER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EX 3" GAS
                                                                                                                                                                                                                                                                                                                                                           R5'                                                                                                                                                                         6'




                                                                                                                                                                                                                                                                                                                                                                                         585
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXP. DATE 09/02/2027




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         VIRIDIAN DRIVE
                                                                                                                                                                                                                                                                                                                                                                                                            6                                                                                                                                                                                                                                                        BUILDING 3
                                                                                                                                                                                                           QUALITY MANAGEMENT PRIOR TO CONNECTING TO                                                                                                                                                   58                                                                                                R3'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             3                                                        ±3,090 SF                                                                                                                                                                                                                                                                                                                                                                                             FRONT BUILDING SETBACK:                          0-15'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EX WATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    24'
                                                                                                                                                                                                           THE PROVIDED STORM SEWER CONNECTION POINT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING WOOD FENCE                                                                                                                                                                                                                                                                                                                                                                      PROJECT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       585
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                3 STORY APARTMENTS                                                                                                                                                                                                                                                                                                                                                                                          SIDE BUILDING SETBACK (STREET SIDE):             0-15'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 X
                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   4 UNITS / FLOOR                                                                                                                                                                                                                                                                                                                                                                                          SIDE BUILDING SETBACK (NON-STREET SIDE):         0'
                                                                                                                                                                                                                                                                                                                                                           R5'                                   WATER QUALITY                                                                                                                                  R5'                                                                                                                                                                                                                               CONSTRUCT DRAINAGE                                                                                                                                                                                                                                                                        REAR BUILDING SETBACK:                           0'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        585
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FFE = ±587.0




                                                                                                                                                                                                                                                                                                            N27°25'55"E 197.93'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              G
                                                                                                                                                                                                                                            OFF SITE                                                                                                                                                                                                                                                              585                                                                                                                                                                                                                                                                 STRUCTURE OVER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        THE MEADOWS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                X
                                                                                                                                                                                                                                                                                                                                                                                                   STRUCTURE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           584
                                                                                                                                                                                                                                         IMPROVEMENTS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING STORM SEWER                                                                                                                                                                                                                                                                       PARKING DATA:




                                                                                                                                                                                                                                                                                                                                        WTR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SD
                                                                                                                                                                                                                                           BY OTHERS                                                                                                                                                                                14                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            WV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED PARKING:                                60 OFF-STREET PARKING SPACES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 586                                                                                             PROPOSED STORM SEWER                                                                                                                                                                                                                                                                                                                        (INCLUDES 4 BARRIER FREE SPACES)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SD                         SD                           SD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SD                               SD                            SD                           SD                       SD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             15 ON-STREET PARKING SPACES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              586
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      X                                                                                                                           X                      SAN                                                                                                    S                                                                                                                            75 TOTAL SPACES




                                                                                                                                                                                                                                                                                                                                                                                                                6.6'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      X
                                                                                                                                                                                                                                                                                                                                                          586                                                                                                                                                                     585                                                                                                                                        X           X            X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SAN                                                          X   SAN    X

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     584




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              X             X    SAN   X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SAN                  X                                                                                                                                                                                    X
                                                                                                                                                                                                                                                                                                                                                                                                          S                                                    SAN                                                                 SAN                 X               X          X               X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EX 8" SEWER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 20'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            X                                                                                                                                                                                                                                                                                                                                                                                                                                                                 STM                            ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 STM                                                           STM                                                     STM                                                                                                                                                                                  PROPOSED BICYCLE PARKING: 16 SPACES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EX WATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        X                                                                                                                       STM                                                   STM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             STM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                (20% OF PROPOSED VEHICLE PARKING SPACES OF 72 SPACES = 15 SPACES)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STM
                                                                                                                                                                                                                                                                                                                                                     SD                                   SD                                                                STM                                                                                                                                                                                                EX 18" STORM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                7.2'
                                                                                                                                                                                                                                                                                                                                        WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              X

                                                                                                                                                                                                                                     EXTEND 18" STORM SEWER LINE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PARKING SPACE:                                   9' x 18'
                                                                                                                                                                                                                 ING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        MUSKEGON




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             X
                                                                                                                                                                                                               ILD                    TO PROPERTY LINE AND PLACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED ROOF                                                            PROPOSED STORM &                                                                                                                                                                                                                                                                                                                                                DRIVE AISLE:                                     24'
                                                                                                                                                                                                           G BU IN                    CAP FOR FUTURE CONNECTION                                                                                                                                                                                                                                                                                                                                                                    DRAIN PIPING                                                           SANITARY SEWER ESMT.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          6
                                                                                                                                                                                                        IN     A                                                                                                                                                                                                                                                   CONNECT TO EXISTING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             X
                                                                                                                                                                                                    XIST REM
                                                                                                                                                                                                   E TO
                                                                                                                                                                                                                                          PROPOSED 4" SANITARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            X



                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DRAINAGE STRUCTURE                                                                                                                  PROPOSED 12'x12'                                                                                                                                                                                                                                                                                                                                                                                            R20'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            FRONT PARKING SETBACK:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SIDE PARKING SETBACK (STREET SIDE):
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             40'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5'                                                         LAKEFRONT, LLC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                               X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DUMPSTER ENCLOSURE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SIDE PARKING SETBACK (NON-STREET SIDE):          0'




                                                                                                                                                                                                                                                                                                                                                                                                                                    SD
                                                                                                                                                                                                                                        SEWER LATERAL, CONNECT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            587




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            REAR PARKING SETBACK (STREET SIDE):              5'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           586
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED                                                                                                                                                                                                                                      SIDEWALK SCUPPER
                                                                                                                                                                                                                                           TO EXISTING MANHOLE
                                                                                                                                                                                                                                                                                                                                        WTR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               586
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WATER QUALITY




                                                                                                                                                                                                                                                                                                                                                                                                                                                      X
                                                                                                                                                                                                                                                                                                                                                               BUILDING 4                                                                                                                                                                                                                                                                                                                                              WITH METAL PLATE                                                                                                                                                                                                                                                                                                                                                                                                                                                 MUSKEGON, MICHIGAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ER ESMT.
                                                                                                                                                                                                                                                                                                                                                                                                                                             585




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             X
                                                                                                                                                                                                                                                                                                                                                                ±3,090 SF                                                                                               STRUCTURE
                                                                                                                                                                                                                                                                                                                                                          3 STORY APARTMENTS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       R20'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SD
                                                                                                                                                                                                                                                                                                                                                                                                                                                      X
                                                                                                                                                                                                                                                     PROPOSED                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            WTR




                                                                                                                                                                                                                                                                                                                                                                                                                                SD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             X
                                                                                                                                                                                                                                                                                                                                                             4 UNITS / FLOOR
                                                                                                                                                                                                                                             POTABLE WATER, TYP.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          G
                                                                                                                                                                                                                                                                                                                                                               FFE = ±587.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                5




                                                                                                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         WTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED WATER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ORM SEW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EX 8" SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DEVELOPER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         5'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           QUALITY BASIN

                                                                                                                                                                                                                                                                                                                                                                                                                                                  X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2 .0 0 '
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING WETLANDS                                                                                     TOP 586.0', BTM 584.5'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TRUE PROPERTY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  584
                                                                                                                                                                                                                                                                                                                                                                                                                            SD



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             (TO REMAIN UNDISTURBED)                                                                                                                                                                                                                                              586




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 R =19
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  585




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RESOURCES, LLC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       10' WIDE S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   586
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SD
                                                                                                                                                                                                                                                                                                                                                                                                                                              X


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED ROOF DRAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PIPING INTO BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                             58X 5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        '
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1. 5 9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                                                                                                                                                                                                                                                                                           SD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          R
                                                                                                                                                                                                                                                                                                                                  N62°34'05"W 32.85'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  WT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               R5'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             =30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED BASIN OUTLET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          4
                                                                                                                                                                                                                                                                                                                                                                                                                                         X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        58




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CONTROL STRUCTURE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         " L
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED WATER                                                                                                                                                                                                  14.1                                                                                                    R7.5' S
                                                                                                                                                                                                                                                                                                                                                                                                                                         X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        '00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            '
                                                                                                                                                                                                                                                                                                                                                                                                                       SD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING WOOD FENCE                                                                                                                                                       QUALITY BASIN                                                                                                                                                                                                                                                                                                                                                                               CONNECT WATER &




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      °0 0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                586
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 TOP 586.0', BTM 584.5'                                                                                                                   BUILDING 2                                                                                           WV                                                                                                                                                 SANITARY SERVICE TO
                                                                                                                                                                                                                                                                                                                                                                                                 586




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  V
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ±3,090 SF                                                                                           VW
                                                                                                                                                                                                                                                                                                                                                                                                                                     X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING LATERAL LEADS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Δ=
                                                                                                                                                                                               OWNER: GRAND VALLEY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SIDEWALK SCUPPER                                                                                                                    3 STORY APARTMENTS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SA
                                                                                                                                                                                                STATE UNIVERSITY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 N
                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED STORM SEWER                                                                                                                                                                   WITH METAL PLATE                                                                                                                      4 UNITS / FLOOR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          R
                                                                                                                                                                                                                                                                                                                                                                                                                                    X
                                                                                                                                                                                                                                                                                                                                                                                                                    SD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          6V
                                                                                                                                                                                            PARCEL #: 61-24-607-000-0003-00                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               FFE = ±587.0                                                                  58G




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       X

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED 12'x12'                                                                                                                                                                                                                                                                                                                                                                                                                           EX. 20
                                                                                                                                                                                                   ZONING: PUD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       MAIN ' WATER
                                                                                                                                                                                                                                                                                                                                                                                                                                 X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              X

                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED DRAINAGE                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EX 3" G
                                                                                                                                                                                                                                                                                                                                                                 N27°25'55"E 138.70'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED ROOF                                           DUMPSTER ENCLOSURE                                                                    X                                                                                                                                                                                                                                                                                  AS                                                                           ESMT
                                                                                                                                                                                                                                                                                                                                                                                                                                                           STRUCTURE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           RM
                                                                                                                                                                                                                                                                                                                                                                                                                                X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     X


                                                                                                                                                                                                                                                                                                                        LOT                                                                                                                                                                                                                     DRAIN PIPING
                                                                                                                                                                                                                                                                                                                                                                                                                 SD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (616) 454-5554




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  O
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  586
                                                                                                                                                                                                                                                                                                                    ING IN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           X
                                                                                                                                                                                                                                                                                                                  K




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ST 8"
                                                                                                                                                                                                                                                                                                              PAR MA                                                                                                                                                                                                                                                                                                                                  585
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           X
                                                                                                                                                                                                                                                                                                                                                                                                                            X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            584




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        415 LEONARD STREET,




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             "S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              X                                                                                                                                                                                                                           H Y
                                                                                                                                                                                                                                                                                                            EX TO RE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        X          X               X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8
                                                                                                                                                                                                                                                                                                                                                                                                                                                           X            X                            X             X               X                       X
                                                                                                                                                                                                                                                                                                                                                                                                                                             X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    13




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         586




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      585                                                                                                                                                                                                                                                              .6  '                                                                                                                                                                                                                                                                                                                                                            GRAND RAPIDS, MI 49504




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TR
                                                                                                                                                                                                                                                                                                                                                                                                                                                      SD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SD                                                                                                        586                                                                                                                                                                                                                                     SD                                 EX                EX. HYDRANT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     58




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   587                                                                                                                                                                 5                                                                                         18




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      14




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         AT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SD

                                                                                                                                                                                                                                                                                                                                                                                                                                     R5'                                                                                                                                                                                                                                                                                                                                                                                                                                               "S
Thursday, March-12-2026 at 1:15am C:\Users\jnichols\OneDrive - PD\Documents\Project Notes\2212167GR Harbor 31 - The Meadows\Civil\03-Production Sheets (CD's)\167C-102.dwg jnichols




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  588                                                                                                                                                                          SD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .1



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           '


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RM
                                                                                                                                                                                                                                                                                                                                                                                               18' TYP.                                                                                                                                                                                                                                                                                                                    5                                                                                                                                                                                                                                                                                                              EX. SIDEWALK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        5                                                                                             80.0' TYP.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  586
                                                                                                                                                                                                                                                                                                                                                                                                  6                                                                                                                                                      BUILDING 1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   38.0' TYP.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ±3,090 SF                                                                                                      5                                                                                                                                                                                         ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      M




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3 STORY APARTMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    R7.5'                                                                                 CONNECT TO NEW OR
                                                                                                                                                                                                                                                                                                                                                                                                      9' TYP.                                     7                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RELOCATED DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                             58                                                                                                       4 UNITS / FLOOR                                                                                                                                                                                                    G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 R5'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FFE = ±588.5                                                                                                                                                                                                                                                                                                                                                      STRUCTURE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         S
                                                                                                                                                                                                                                                                                                                                                                                                                                     R5'                                                                                                                                                                                                                                                                                                                                                                              ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         M                                        PROPOSED STORM SEWER                                                                                                                                                                                                                                                                                                        RELEASE DATE
                                                                                                                                                                                                                                                                          EX. SIDEWALK                                                                                                                                                                                                                                                                                                                                                                                                                                                             WT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       R



                                                                                                                                                                                                                                                                                                                                                                                                                            24' TYP.                                                                                                                                                                                                                                         5'                       G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        R20'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  7'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    588                                                                                                                                                                                                   SA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DATE DESCRIPTION
                                                                                                                                                                                                                                                                                                                                                                 5'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                WE                                                                           PROPOSED BASIN OUTLET
                                                                                                                                                                                                                                                                                WV




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S E           M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 N62°34'05"W 142.15'                                                                                                                                                                                                                                                      8"            OR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           586
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       G                                 R20'                WT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EX             ST                                                                     CONTROL STRUCTURE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    "                                                                                                                                                                                                                                                                                                                                                                                                                         03-12-26 PUD AMENDMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  587
                                                                                                                                                                                                                                                                                           WV




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 18
                                                                                                                                                                                                                                                                                                                                                                                                                                                               G                                                                                                G                                                                                                                                                                                             M
                                                                                                                                                                                                                                                                                                                                                                                       R20'                                                                                                                        R7.5'                     EX 3" GAS                                                                                                                                                                                                     ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       R20'                                                                                                                                                                                                                                                                  EX
                                                                                                                                                                                                                                             SAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING TREE TYP.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        587
                                                                                                                                                                                                                                                   EX. 66' PUBLIC R/W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      9'




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             OH-E                                                                                                     OH-E
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0              50'        100'              THE LOCATION AND ANY DISCREPANCYBETWEEN THE PLANS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.             C-220
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Page 14 of 216
Page 15 of 216
Luminaire Schedule
Symbol            Qty     Tag                          Arrangement                          LMF                  Lum. Lumens         Lum. Watts             Part Number
                  13      W3                           Single                               0.950                6417                47                     XWM-3-LED-06L-30-UE-BRZ
                  5       S4                           Single                               0.930                12055               85                     SLM-LED-12L-SIL-4-30-70CRI-BRZ




Calculation Summary (Footcandles calculated using LMF: 1.00)
Label                                                Units                   Avg                              Max              Min                Avg/Min        Max/Min
All Calc Points                                      Fc                      0.49                             7.2              0.0                N.A.           N.A.
Lot 1                                                Fc                      2.27                             5.9              0.7                3.24           8.43
Lot 2                                                Fc                      1.58                             3.7              0.4                3.95           9.25
Lot 3                                                Fc                      1.55                             3.7              0.3                5.17           12.33                            0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0   0.0   0.0    0.0    0.0   0.0   0.1   0.1    0.1   0.0   0.0   0.0    0.0   0.0   0.0    0.0   0.0    0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0   0.0    0.0   0.0        0.0   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0


Lot 4                                                Fc                      1.58                             3.8              0.3                5.27           12.67                            0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0   0.1   0.1    0.1    0.1   0.1   0.1   0.1    0.1   0.1   0.0   0.0    0.0   0.1   0.1    0.0   0.0    0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0   0.0    0.0   0.0        0.0   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0


Fixture Mounting Height: 20' AFG (20' Pole + 0.0' Base)                                                                                                                                           0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0   0.1   0.1    0.1    0.1   0.1   0.1   0.1    0.1   0.1   0.1   0.1    0.1   0.1   0.1    0.0   0.0    0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0   0.0    0.0   0.0        0.0   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0



                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0   0.1   0.1    0.1    0.1   0.1   0.2   0.2    0.1   0.1   0.1   0.1    0.1   0.1   0.1    0.1   0.0    0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0   0.0    0.0   0.0        0.0   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EX. CONSUMERS ENERGY ESMT.
Pole Schedule
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0   0.1   0.2    0.2    0.2   0.2   0.2   0.2    0.2   0.2   0.2   0.1    0.2   0.2   0.1    0.1   0.1    0.1   0.1   0.1   0.1   0.1   0.1   0.1   0.1   0.1    0.1   0.0    0.0   0.0        0.0   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0
(5) LSI 4SQ B3 S11G 20 S BRZ (20' X 4" X 11ga STEEL SQUARE POLE, Single)
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.1   0.1   0.2    0.4    0.4   0.4   0.3   0.2    0.2   0.3   0.2   0.2    0.3   0.3   0.2    0.2   0.2    0.2   0.2   0.2   0.2   0.2   0.2   0.2   0.2   0.1    0.1   0.1    0.1   0.0        0.0   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0

Proposed poles meet 130 MPH sustained winds.                                                                                                                                                                                                                                                                                                                                                             Easement to Consumers Energy
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.1    0.1   0.3   0.4    0.7    1.0   1.0   0.7   0.5    0.4   0.4   0.4   0.4    0.4   0.4   0.7    1.0   1.1    1.3   1.6   1.8   1.8   1.8   1.8   1.6   1.3   1.0    0.8   0.5    0.2   0.0        0.0   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0

Additional Equipment:
                                                                                                                                                                                                                                                                     S4
                                                                                                                                                                                                                                                                     MH: 20
                                                                                                                                                                                                                                                                                               Drive access easement
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.1   0.2    0.4   0.8   1.7    3.1    3.6   3.7   3.0   1.6    1.0   0.9   1.0   1.0    0.8   0.7   1.5    3.0   4.6    6.0   6.9   6.6   7.2   7.1   6.4   6.8   5.9   4.2    2.2   0.9    0.2   0.0        0.0   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0
(5) LSI AB KIT 122584 (Anchor Bolt Template - 4SQ S11G/S07G Anchor Bolts (Steel Plated))
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.1   0.1   0.2    0.5   1.1   2.2    3.4    3.3   3.5   3.4   2.5    2.1   3.0   3.6   3.4    3.1   1.9   2.0    4.0   4.5    4.4   6.3   2.4   4.8   4.9   2.4   6.1   4.2   3.0    1.6   0.5    0.1   0.0        0.0   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0
                                                                                                                                                                                                                                                                                                                              S4
*** CUSTOMER TO VERIFY ORDERING INFORMATION AND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           VIRIDIAN DRIVE
                                                                                                                                                                                                                                                                                                                              MH: 20                          W3                 W3                W3
CATALOGUE NUMBER PRIOR TO PLACING ORDER ***                                                                                                                                                       0.0   0.0   0.0   0.0   0.0   0.1   0.1   0.3    0.5   1.0   1.7    2.6    3.2   3.3   2.7   2.4    2.7   3.6   3.8   3.4    3.6   2.5   2.2    4.6   3.1
                                                                                                                                                                                                                                                                                                                                                              MH: 12             MH: 12            MH: 12      0.0    0.0   0.0    0.0   0.0        0.0   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0

                                                                                                                                                                                                                                                                                                     Lot 1
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.1   0.1   0.3    0.5   0.8   1.3    1.8    2.2   2.2   2.0   2.0    2.2   2.7   3.3   3.3    2.7   1.9   2.1    5.9   4.5                                                    0.0    0.0   0.0    0.0   0.0        0.0   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0
                                                                                                                                                                                                                                                                                                                                                              W3
Lighting and switchgear are part of a nationally specified and                                                                                                                                                                                                                                                                                                MH: 12
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.1   0.1   0.2    0.4   0.6   0.9    1.2    1.4   1.4   1.4   1.5    1.7   1.9   2.2   2.3    1.9   1.4   1.8    5.6   5.1                                                    0.0    0.0   0.0    0.0   0.0        0.0   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0

managed program for the developer, owned by CED National Accounts.
Please contact Ben Kerstens for pricing and general questions ([email protected])                                                                                                              0.0   0.0   0.0   0.0   0.1   0.1   0.2   0.3    0.4   0.5   0.7    0.8    0.9   1.0   1.0   1.1    1.2   1.3   1.4   1.4    1.2   1.0   1.5    3.5   2.4                                                    0.0    0.0   0.1    0.1   0.1        0.1   0.1   0.1   0.1                0.1             0.1   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0



                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.1   0.1   0.3   0.7    1.0   1.2   1.2    1.3    1.3   1.0   0.8   0.8    0.8   0.9   0.9   0.9    0.8   0.7   1.1    1.8   1.2    0.1   0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.1    0.1   0.1    0.1   0.1        0.1   0.1   0.1   0.1                0.1             0.1   0.1   0.1        0.0         0.0   0.0        0.0            0.0   0.0



                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.1   0.1   0.5   1.4    2.9   5.0   5.5    4.5    2.6   1.3   0.6   0.5    0.5   0.6   0.6   0.5    0.5   0.5   0.6    0.7   0.4    0.1   0.1   0.0   0.0   0.0   0.0   0.0   0.0   0.1    0.1   0.1    0.1   0.2        0.2   0.2   0.2   0.2                0.1             0.1   0.1   0.1        0.0         0.0   0.0        0.0            0.0   0.0



                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.1   0.2   0.4   1.1    2.2   4.7   4.2    3.6    2.0   0.9   0.4   0.3    0.3   0.3   0.3   0.3    0.3   0.3   0.3    0.2   0.2    0.1   0.1   0.0   0.0   0.0   0.0   0.0   0.1   0.1    0.1   0.2    0.2   0.2        0.3   0.3   0.3   0.2                0.2             0.2   0.1   0.1        0.1         0.0   0.0        0.0            0.0   0.0

                                                                                                                                                                                                                                                           W3
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.1   0.2   0.8   0.7                              0.1   0.2   0.2   0.2    0.2   0.2   0.2   0.2    0.2   0.2   0.2    0.1   0.1    0.1   0.0   0.0   0.0   0.0   0.0   0.0   0.1   0.1    0.2   0.2    0.3   0.4        0.4   0.5   0.5   0.4                0.3             0.3   0.2   0.1        0.1         0.0   0.0        0.0            0.0   0.0
                                                                                                                                                                                                                                                           MH: 12
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.1   0.3   1.6   2.0                              0.1   0.1   0.1   0.1    0.1   0.1   0.1   0.1    0.1   0.1   0.1    0.1   0.1    0.1   0.0   0.0   0.0   0.0   0.0   0.0   0.1   0.1    0.2   0.3    0.5   0.6        0.7   0.8   0.8   0.7                0.5             0.4   0.2   0.1        0.1         0.0   0.0        0.0            0.0   0.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ment
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.1   0.2   2.6   3.7                              0.1   0.1   0.1   0.1    0.1   0.1   0.1   0.1    0.1   0.1   0.1    0.1   0.1    0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.1   0.1    0.2   0.4    0.7   1.0        1.2   1.3   1.2   1.1                0.8             0.5   0.3   0.2        0.1         0.0   0.0        0.0            0.0   0.0

                                                                                                                                                                                                                                                                                                                                                                                                                                                     Lot 2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 wer ease
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.2   3.2   5.7    W3                        0.1   0.1   0.1   0.1    0.1   0.1   0.1   0.1    0.1   0.1   0.1    0.0   0.0    0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.1   0.1    0.3   0.5    1.0   1.4        1.9   2.3   2.1   1.6                1.1             0.7   0.3   0.2        0.1         0.0   0.0        0.0            0.0   0.0
                                                                                                                                                                                                                                                   MH: 12
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.2   3.0   5.6                              0.0   0.0   0.0   0.1    0.1   0.0   0.0   0.0    0.0   0.0   0.0    0.0   0.0    0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.1   0.1    0.3   0.6    1.2   2.0        2.8   3.3   3.1   2.2                1.4             0.8   0.4   0.2        0.1         0.0   0.0        0.0            0.0   0.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        storm se
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.1   0.3   2.1   2.7                              0.0   0.0   0.0   0.0    0.0   0.0   0.0   0.0    0.0   0.0   0.0    0.0   0.0    0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.1   0.1    0.3   0.6    1.3   2.6        3.7   3.4   3.7   3.0                1.6             0.8   0.3   0.2        0.1         0.0   0.0        0.0            0.0   0.0



                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.1   0.2   1.2   1.3                              0.0   0.0   0.0   0.0    0.0   0.0   0.0   0.0    0.0   0.0   0.0    0.0   0.0    0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.1    0.2   0.4    0.8   1.8          S4 3.0 3.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                    2.8               2.2                1.0             0.5   0.2   0.1        0.0         0.0   0.0        0.0            0.0   0.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                      MH: 20
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.2   0.4   0.4                              0.0   0.0   0.0   0.0    0.0   0.0   0.0   0.0    0.0   0.0   0.0    0.0   0.0    0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.1   0.1    0.2   0.4        0.7   0.9   0.8   0.8                0.6             0.3   0.1   0.1        0.0         0.0   0.0        0.0            0.0   0.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   10' wide
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.1   0.1   0.1    0.0   0.0   0.0    0.0    0.0   0.0   0.0   0.0    0.0   0.0   0.0   0.0    0.0   0.0   0.0    0.0   0.0    0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0   0.0                           0.3   0.4   1.8                1.4             0.6   0.2   0.1        0.0         0.0   0.0        0.0            0.0   0.0



                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0   0.0   0.0    0.0    0.0   0.0   0.0   0.0    0.0   0.0   0.0   0.0    0.0   0.0   0.0    0.0   0.0    0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0   0.0                    W3           4.0   3.5                2.0             0.4   0.1   0.1        0.0         0.0   0.0        0.0            0.0   0.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                   MH: 12
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0   0.0   0.0    0.0    0.0   0.0   0.0   0.0    0.0   0.0   0.0   0.0    0.0   0.0   0.0    0.0   0.0    0.0   0.1   0.1   0.1   0.1   0.1   0.0   0.0   0.0    0.0                                 4.5   6.2   4.8                1.1             0.2   0.1   0.0        0.0         0.0   0.0        0.0            0.0   0.0



                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0   0.0   0.0    0.1    0.1   0.1   0.1   0.0    0.0   0.0   0.0   0.0    0.0   0.0   0.0    0.0   0.0    0.1   0.1   0.1   0.1   0.2   0.2   0.1   0.0   0.0                                        5.2   6.9   2.4                0.4             0.1   0.1   0.0        0.0         0.0   0.0        0.0            0.0   0.0

                                                                                                                                                                                                                                                                                                                                                                                                                                  W3
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.1   0.1   0.1    0.1    0.1   0.1   0.1   0.1    0.1   0.0   0.0   0.0    0.0   0.0   0.0    0.1   0.1    0.1   0.1   0.2   0.3   0.4   0.4   0.3   0.0                      MH: 12            4.8   6.8   4.0   0.7                0.2             0.1   0.1   0.0        0.0         0.0   0.0        0.0            0.0   0.0


                                                                                                                                                                                                                                                  T
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.1
                                                                                                                                                                                                                                              G LO 0.1   0.1   0.1    0.2    0.2   0.2   0.2   0.2    0.1   0.1   0.0   0.0    0.0   0.0   0.1    0.1   0.1    0.2   0.2   0.3   0.5   0.7   0.9   0.8   0.0                             4.0        5.7   5.6   1.3   0.3                0.1             0.1   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0

                                                                                                                                                                                                                                            IN
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0 PA
                                                                                                                                                                                                                                        RK AIN 0.1
                                                                                                                                                                                                                                       0.1 EM0.1         0.2   0.2    0.3    0.4   0.4   0.5   0.4    0.2   0.1   0.0   0.0    0.0   0.0   0.1    0.1   0.1    0.3   0.4   0.6   0.8   1.2   1.8   2.3   1.0          W3                 5.1        6.7   2.3   0.4   0.2                0.1             0.1   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0
                                                                                                                                                                                                                                 E X TO R                                                                                                                                                                             MH: 12
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.1   0.1    0.1   0.2   0.3    0.5    0.6   0.8   1.0   0.9    0.5   0.0   0.0   0.0    0.0   0.0   0.1    0.1   0.2    0.6   0.9   0.8   1.1   1.6   2.5   3.7   2.4   0.8    0.3          4.1   7.2        3.6   0.6   0.2   0.1                0.1             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0



                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.1   0.1    0.2   0.3   0.4    0.6    1.0   1.3   1.7   2.1    1.0   0.0   0.0   0.0    0.0   0.0   0.1    0.1   0.2    1.6   1.7   1.0   1.2   1.9   3.0   3.3   3.7   1.2    0.5   3.1    6.3   4.6        0.9   0.2   0.1   0.1                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0
                                                                                                                                                                                                                                                                                                                                                                                              S4
                                                                                                                                                                                                                                                                                                                                                                                              MH: 20
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.1   0.1    0.2   0.3   0.5    0.8    1.2   1.9   2.6   3.5    1.8                                                      2.8   2.8   1.0   1.1   1.9   2.9   3.3   4.2   1.6    1.3   2.5    3.6   1.3        0.3   0.1   0.1   0.1                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0

                                                                                                                                                                                                                                                                                                                                                                                   Lot 3                                                       5
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.1   0.1    0.2   0.3   0.5    0.9    1.4   2.4
                                                                                                                                                                                                                                                                                     S4
                                                                                                                                                                                                                                                                                         3.3   3.8    2.3                                        W3            5.9   3.8   0.8   1.0   1.4   2.2   2.7   3.1   2.0    0.9   1.6    1.3   0.3        0.1   0.1   0.1   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0

                                                                                                                                                                                                                                                                            Lot 4    MH: 20                                                      MH: 12
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.1   0.1    0.2   0.3   0.5    0.9    1.4   2.4   3.3   3.8    2.3                                                      5.9   4.0   0.7   0.7   1.1   1.4   1.7   1.8   1.2    0.5   0.6    0.3   0.1        0.1   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0

                                                                                                                                                                                                                                                                                                        W3                W3                 W3
                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.1   0.1    0.2   0.3   0.5    0.8    1.3   2.0   2.7   3.6      MH: 12
                                                                                                                                                                                                                                                                                                      1.9                 MH: 12             MH: 12            3.6   3.1   0.6   0.6   0.7   0.9   1.0   0.9   0.7    0.3   0.2    0.1   0.1        0.0   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0



                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.1   0.1    0.2   0.3   0.4    0.6    1.0   1.6   2.7   4.3    5.7   4.3   5.2   3.5    4.3   4.6   4.7    4.8   5.1    4.3   3.1   0.9   0.5   0.5   0.5   0.5   0.5   0.3    0.2   0.1    0.1   0.0        0.0   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0



                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.1   0.1    0.1   0.2   0.3    0.5    0.7   1.2   2.4   3.7    5.4   6.0   6.4   6.6    6.7   6.8   6.4    6.6   5.6    4.1   2.6   1.0   0.4   0.3   0.3   0.3   0.2   0.2    0.1   0.1    0.0   0.0        0.0   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0



                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.1   0.1    0.1   0.2   0.2    0.3    0.4   0.7   1.0   1.2    1.2   1.1   1.4   1.5    1.5   1.6   1.6    1.4   1.2    1.1   0.9   0.6   0.3   0.2   0.2   0.2   0.1   0.1    0.1   0.0    0.0   0.0        0.0   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0



                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.1    0.1   0.1   0.2    0.2    0.2   0.3   0.3   0.3    0.2   0.2   0.2   0.2    0.2   0.2   0.2    0.2   0.2    0.2   0.2   0.2   0.2   0.1   0.1   0.1   0.1   0.1    0.0   0.0    0.0   0.0        0.0   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0



                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.1   0.1   0.1    0.1    0.1   0.1   0.1   0.1    0.1   0.1
                                                                                                                                                                                                                                                                                                                    VIRIDIAN DRIVE
                                                                                                                                                                                                                                                                                                                  0.1   0.1    0.1   0.1   0.1    0.1   0.1    0.1   0.1   0.1   0.1   0.1   0.1   0.1   0.0   0.0    0.0   0.0    0.0   0.0        0.0   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0



                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0   0.0   0.1    0.1    0.1   0.1   0.1   0.1    0.1   0.0   0.0   0.0    0.0   0.0   0.0    0.0   0.1    0.1   0.1   0.1   0.1   0.0   0.0   0.0   0.0   0.0    0.0   0.0    0.0   0.0        0.0   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0



                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0   0.0   0.0    0.0    0.0   0.0   0.0   0.0    0.0   0.0   0.0   0.0    0.0   0.0   0.0    0.0   0.0    0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0   0.0    0.0   0.0        0.0   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0



                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0   0.0   0.0    0.0    0.0   0.0   0.0   0.0    0.0   0.0   0.0   0.0    0.0   0.0   0.0    0.0   0.0    0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0   0.0    0.0   0.0        0.0   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0



                                                                                                                                                                                                  0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0   0.0   0.0    0.0    0.0   0.0   0.0   0.0    0.0   0.0   0.0   0.0    0.0   0.0   0.0    0.0   0.0    0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0   0.0    0.0   0.0    0.0   0.0        0.0   0.0   0.0   0.0                0.0             0.0   0.0   0.0        0.0         0.0   0.0        0.0            0.0   0.0


                                                                Illumination results shown on this lighting design
                                Lighting • Energy • Design      are based on project parameters provided to
                                                                                                                                                                                                                                                                                                                                                                                                                     Layout By:                                   Scale 1" = 25'
                                 SPECIALISTS                    CED National Accounts used in conjunction with
                                                                luminaire test procedures conducted under
                                                                laboratory conditions. Actual project conditions
                                                                differing from these design parameters may affect
                                                                                                                         Project Name: The Meadows - Viridian Drive Muskegon, MI - EXT                                                                                                                                                                                                                               Collin Witherow                              ARCH D (24"x36")
                                                                field results. The customer is responsible for                                                                                                                                                                                                                                                                                                       Ben Kerstens, LC
     3117 Buda Lane, Fort Worth, TX 76135                       verifying dimensional accuracy along with
                                                                                                                               RC: CED-FT-26-0040                                            Footcandles calculated at grade                                                        Filename: The Meadows - Muskegon, MI - 2-24-26 ORG.AGI
      www.CEDNationalAccounts.com
                                                                compliance with any applicable electrical,
                                                                lighting,or energy code.
                                                                                                                                                                                                                                                                                                                                                                                                                     Date:2/24/2026                               0                                                  50                                                 100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Page 16 of 216
                                                                                                                                                                                                                                                                  415 Leonard St. NW, Suite 201
                                                                                                                                                                                                                                                                  Grand Rapids, Michigan 49504
                                                                                                                                                                                                                                                                        ph: 616.458.5554




                                                                                                                                 80'-0"


                           3'-838"       1'-3"                 10'-2"                          9'-158"   15'-121"                 1'-3"          15'-121"                    9'-158"         10'-2"                      1'-3"   3'-838"




                               5'-6"




                                                                                                                    5'-6"




                                                                                                                                                                                                                 5'-6"
                                                                        5'-0"




                                                                                                                                                            5'-0"
                         DW                                                                                                 DW                                                                                                     WD




                                                                                                                                                                                                                                                                                                                          COPYRIGHT 2025-ALL RIGHTS RESERVED. THIS DRAWING REMAINS THE PROPERTY OF HENRICKSON ARCHITECTURE AND PLANNING AND IS FOR USE ONLY AS AUTHORIZED BY HENRICKSON ARCHITECTURE AND PLANNING
         23'-134"




                                                                                                                                                                                                                                             23'-134"
                                                                                                                                            DW




                                                                                                                                                                                                                                                                       THE MEADOWS APARTMENTS
38'-0"




                                                                                                                                                                                                                                                        38'-0"
                                                    W/D                                                   W/D                                       W/D                                                  D/W
         13'-534"




                                                                                                                                                                                                                                             13'-534"




                                                                                                                                                                                                                                                                                                HARBOR 31 DEVELOPMENT
                                                                                                                                                                                                                                                                                                MUSKEGEON, MICHIGAN
         1'-421"




                                                                                                                                                                                                                                             1'-421"
                                                                                        UP                                                                                              UP
                                                                                3'-4"




                                                                                                                                                                    3'-4"
                                                                                                                                                                                                                                                                 REVIEW                                     01.01.21
                                                                                                                                                                                                                                                                 BIDS/PERMIT                                01.01.21
                        3'-021"                                                              32'-934"                            8'-121"                                    32'-1134"                                              3'-021"



                                                    15'-934"                                  7'-1021"                           32'-721"                                   7'-1021"                  15'-934"



                                                                                                                                 80'-0"




                                                                                                                                                                                                                                                                 DRAWN BY:                                              IOC

                                                                                                                                                                                                                                                                 CHECKED:                                           DSH
                                                                                                                                                                                                                                                                       FOUNDATION
                    2                  FIRST FLOOR PLAN                                                                                                                                                                                                                PLAN, FIRST
                    A100               1/4"=1'-0"                                                                                                                                                                                                                     FLOOR PLAN &
                                                                                                                                                                                                                                                                       SCHEDULES
                                                                                                                                                                                                                                                                 PROJECT No.                                  250910




                                                                                                                                                                                                                                                                                  Page 17 of 216
                                                                                                                                                                                                                                                                                                         415 Leonard St. NW, Suite 201
                                                                                                                                                                                                                                                                                                         Grand Rapids, Michigan 49504
                                                                                                                                                                                                                                                                                                               ph: 616.458.5554




                                                                                                                                                   80'-0"


                        3'-838"     1'-3"                   10'-2"                                   9'-158"               15'-121"                 1'-3"          15'-121"                               9'-158"                   10'-2"                      1'-3"   3'-838"




                            5'-6"




                                                                                                                                      5'-6"




                                                                                                                                                                                                                                                        5'-6"
                                                                                5'-0"




                                                                                                                                                                                         5'-0"
                        DW                                                                                                                    DW                                                                                                                          WD




                                                                                                                                                                                                                                                                                                                                                                 COPYRIGHT 2025-ALL RIGHTS RESERVED. THIS DRAWING REMAINS THE PROPERTY OF HENRICKSON ARCHITECTURE AND PLANNING AND IS FOR USE ONLY AS AUTHORIZED BY HENRICKSON ARCHITECTURE AND PLANNING
         23'-134"




                                                                                                                                                                                                                                                                                    23'-134"
                                                                                                                                                              DW




                                                                                                                                                                                                                                                                                                              THE MEADOWS APARTMENTS
38'-0"




                                                                                                                                                                                                                                                                                               38'-0"
                                                 W/D                                                                        W/D                                       W/D                                                                       D/W
         13'-534"




                                                                                                                                                                                                                                                                                    13'-534"




                                                                                                                                                                                                                                                                                                                                       HARBOR 31 DEVELOPMENT
                                                                                                                                                                                                                                                                                                                                       MUSKEGEON, MICHIGAN
         1'-421"




                                                                                                                                                                                                                                                                                    1'-421"
                                                                                                UP                                                                                                                  UP
                                                                                        3'-4"




                                                                                                                                                                                                 3'-4"
                                                                                                                                                                                                                                                                                                        REVIEW                                     01.01.21
                     3'-021"                                         16'-821"                                   16'-141"                           8'-121"                    16'-341"                                   16'-821"                                         3'-021"                       BIDS/PERMIT                                01.01.21



                                                 15'-934"                                            7'-1021"                                      32'-721"                                              7'-1021"                            15'-934"



                                                                                                                                                   80'-0"




                                                                                                                                                                                                                                                                                                        DRAWN BY:                                              IOC

                                                                                                                                                                                                                                                                                                        CHECKED:                                           DSH
                                                                                                                                                                                                                                                                                                              FOUNDATION
                    3               SECOND FLOOR PLAN                                                                                                                                                                                                                                                         PLAN, FIRST
                    A100            1/4"=1'-0"                                                                                                                                                                                                                                                               FLOOR PLAN &
                                                                                                                                                                                                                                                                                                              SCHEDULES
                                                                                                                                                                                                                                                                                                        PROJECT No.                                  250910




                                                                                                                                                                                                                                                                                                                         Page 18 of 216
                                                                                                                                                                                                                                                                                                         415 Leonard St. NW, Suite 201
                                                                                                                                                                                                                                                                                                         Grand Rapids, Michigan 49504
                                                                                                                                                                                                                                                                                                               ph: 616.458.5554




                                                                                                                                                   80'-0"


                      3'-838"     1'-3"                     10'-2"                                   9'-158"               15'-121"                 1'-3"          15'-121"                               9'-158"                   10'-2"                      1'-3"   3'-838"




                          5'-6"




                                                                                                                                      5'-6"




                                                                                                                                                                                                                                                        5'-6"
                                                                                5'-0"




                                                                                                                                                                                         5'-0"
                     DW                                                                                                                       DW                                                                                                                          WD




                                                                                                                                                                                                                                                                                                                                                                 COPYRIGHT 2025-ALL RIGHTS RESERVED. THIS DRAWING REMAINS THE PROPERTY OF HENRICKSON ARCHITECTURE AND PLANNING AND IS FOR USE ONLY AS AUTHORIZED BY HENRICKSON ARCHITECTURE AND PLANNING
         23'-134"




                                                                                                                                                                                                                                                                                    23'-134"
                                                                                                                                                              DW




                                                                                                                                                                                                                                                                                                              THE MEADOWS APARTMENTS
38'-0"




                                                                                                                                                                                                                                                                                               38'-0"
                                                 W/D                                                                        W/D                                       W/D                                                                       D/W
         13'-534"




                                                                                                                                                                                                                                                                                    13'-534"




                                                                                                                                                                                                                                                                                                                                       HARBOR 31 DEVELOPMENT
                                                                                                                                                                                                                                                                                                                                       MUSKEGEON, MICHIGAN
         1'-421"




                                                                                                                                                                                                                                                                                    1'-421"
                                                                                                DN                                                                                                                  DN
                                                                                        3'-4"




                                                                                                                                                                                                 3'-4"
                                                                                                                                                                                                                                                                                                        REVIEW                                     01.01.21

                    3'-021"                                          16'-821"                                   16'-141"                           8'-121"                    16'-341"                                   16'-821"                                         3'-021"                       BIDS/PERMIT                                01.01.21



                                                 15'-934"                                            7'-1021"                                      32'-721"                                              7'-1021"                            15'-934"



                                                                                                                                                   80'-0"




                                                                                                                                                                                                                                                                                                        DRAWN BY:                                              IOC

                                                                                                                                                                                                                                                                                                        CHECKED:                                           DSH
                                                                                                                                                                                                                                                                                                              FOUNDATION
                    4               THIRD FLOOR PLAN                                                                                                                                                                                                                                                          PLAN, FIRST
                    A100            1/4"=1'-0"                                                                                                                                                                                                                                                               FLOOR PLAN &
                                                                                                                                                                                                                                                                                                              SCHEDULES
                                                                                                                                                                                                                                                                                                        PROJECT No.                                  250910




                                                                                                                                                                                                                                                                                                                         Page 19 of 216
                                                                             1
                                                                                        415 Leonard St. NW, Suite 201
                                                                            A300
                                                                                        Grand Rapids, Michigan 49504
                                                                                              ph: 616.458.5554




                    A    B                       A       A       B                 A




                                                                                                                                                COPYRIGHT 2025-ALL RIGHTS RESERVED. THIS DRAWING REMAINS THE PROPERTY OF HENRICKSON ARCHITECTURE AND PLANNING AND IS FOR USE ONLY AS AUTHORIZED BY HENRICKSON ARCHITECTURE AND PLANNING
                    A    B                       A       A       B                 A




                    A                                                              A




                                                                                             THE MEADOWS APARTMENTS
                                                                             1
                                                                            A300

1      FRONT ELEVATION
A100   1/4"=1'-0"
                                                                      2
                                                                     A300




                                                                                                                      HARBOR 31 DEVELOPMENT
                                                                                                                      MUSKEGEON, MICHIGAN
                                                             D



                                                     C




                                                                                       REVIEW                                     01.01.21
                                                                                       BIDS/PERMIT                                01.01.21
                                                             D



                                                     C




                                                                                       DRAWN BY:                                              IOC
                                                             D
                                                                                       CHECKED:                                           DSH
                                                                                             EXTERIOR
                                                                                            ELEVATIONS
                                                     C


                                                                                       PROJECT No.                                  250910

                                                                      2

                             2      SIDE 1 ELEVATION                 A300

                             A100   1/4"=1'-0"

                                                                                                        Page 20 of 216
                         1
                        A300



                                                                         415 Leonard St. NW, Suite 201
                                                                         Grand Rapids, Michigan 49504
                                                                               ph: 616.458.5554




                                                                                                                                 COPYRIGHT 2025-ALL RIGHTS RESERVED. THIS DRAWING REMAINS THE PROPERTY OF HENRICKSON ARCHITECTURE AND PLANNING AND IS FOR USE ONLY AS AUTHORIZED BY HENRICKSON ARCHITECTURE AND PLANNING
                                                                              THE MEADOWS APARTMENTS
                         1
3      BACK ELEVATION   A300

A100   1/4"=1'-0"




                                                          2
                                                         A300




                                                                                                       HARBOR 31 DEVELOPMENT
                                                                                                       MUSKEGEON, MICHIGAN
                                                                D



                                                                    C




                                                                        REVIEW                                     01.01.21
                                                                D       BIDS/PERMIT                                01.01.21




                                                                    C




                                                                D
                                                                        DRAWN BY:                                              IOC

                                                                        CHECKED:                                           DSH
                                                                              EXTERIOR
                                                                    C        ELEVATIONS



                                                                        PROJECT No.                                  250910
                                                          2
                                                         A300

                               3      SIDE 2 ELEVATION
                               A100   1/4"=1'-0"
                                                                                         Page 21 of 216
PUD Amendment Narrative

Project Name:                The Meadows
Project Number:              2212167GR
Date:                        March 12, 2026


Property Address:            170 Viridian Drive
Parcel Number:               61-24-604-000-0004-00
City:                        Muskegon, MI
Context Area:                Main Street Waterfront (MSW)



Summary of Requested PUD Amendments

The applicant requests approval of a Planned Unit Development (PUD) amendment to allow
flexibility from specific Form-Based Code standards due to significant site constraints created by
regulated wetlands. The requested amendments include:
     • Allowing multiple principal buildings on a single parcel where only one (1) principal building
          per lot is otherwise permitted.
     • Allowing reduced front yard parking setbacks where strict compliance is not practicable
          due to environmental constraints.
     • Allowing adjusted parking placement and configuration to accommodate required parking
          while avoiding impacts to regulated wetlands.
All other applicable standards of the approved PUD and the City of Muskegon Form-Based Code
are intended to remain in effect.

Project Description

The applicant requests approval of a Planned Unit Development (PUD) amendment for the property
located at 170 Viridian Drive to allow construction of a new residential development consisting of
four (4) Large Multi-plex buildings, each containing twelve (12) dwelling units, for a total of 48 units.
Each building will be served by an associated off-street parking area.

Based on the City of Muskegon Form-Based Code, the subject parcel is located within the Main
Street Waterfront (MSW) Context Area, where Large Multi-plex buildings are permitted by right. The



        Creating Success Since 1974   |       Grand Rapids, MI   |   Scottsdale, AZ   |   www.paradigmae.com


                                                                                                          Page 22 of 216
proposed development complies with the allowed building type and overall intent of the Form-
Based Code to encourage residential development in waterfront-adjacent areas.



Site Constraints and Wetland Impacts

A large regulated wetland occupies the central portion of the site and significantly limits the
amount, location, and configuration of buildable upland area. The presence of the wetland restricts
building placement, parking layout, internal circulation, and the ability to subdivide the property
into multiple compliant parcels.

As a result, there are limited feasible development options that avoid wetland disturbance. The
proposed site plan represents the most reasonable development pattern that preserves regulated
natural features while allowing residential use consistent with the Form-Based Code. The
requested PUD amendment provides the flexibility necessary to accommodate development while
minimizing environmental impacts.




Parking

Off-street parking requirements for residential uses are governed by Section 2008.00 – Off-Street
Parking Standards of the City of Muskegon Form-Based Code. Under these standards, the
maximum off-street parking requirement is one (1) parking space per dwelling unit.

The proposed development includes forty-eight (48) dwelling units. While a maximum of forty-eight
(48) off-street parking spaces would be required under Section 2008.00, the applicant proposes
Sixty (60) off-street parking spaces, along with fifteen (15) on-street parking spaces, for a total of
Seventy five (75) parking spaces serving the development.

In accordance with Section 2007.05 – Public Realm Type Overview, Viridian Drive is classified as a
Transitional Street, which supports on-street parallel parking. The proposed on-street parking is
consistent with this street classification and is intended to supplement off-street parking in a
manner that supports the function of the public realm.

The proposed parking supply is intended to adequately accommodate anticipated residential
demand while maintaining safe and functional site circulation. Parking areas are distributed to
serve each building and are located to avoid impacts to regulated wetlands. Therefore, the




          Creating Success Since 1974   |   Grand Rapids, MI   |   Scottsdale, AZ   |   www.paradigmae.com


                                                                                                        Page 23 of 216
applicant requests approval of a PUD amendment to allow the proposed parking placement and
configuration.



Multiple Buildings on a Single Lot

Section 2006.13.5 of the Form-Based Code limits development of Large Multi-plex buildings to one
principal building per lot. The proposed development includes four (4) principal buildings on a
single parcel.

Subdivision of the property into multiple lots is not feasible due to the centrally located wetland,
which prevents the creation of independent, compliant parcels with adequate access, utilities, and
buildable area. Maintaining a single parcel allows development to occur only within the limited
upland portions of the site and avoids unnecessary wetland disturbance, while still providing a
cohesive and orderly residential development consistent with the Form-Based Code.

Therefore, the applicant requests approval of a PUD amendment to allow multiple principal
buildings on a single parcel.



Front Yard Parking Setback

Parking placement is regulated under Section 2005.07, Section 5.0 – Parking Placement, which
restricts parking within the front yard to a minimum of forty (40) feet from the front property line.
Due to the wetland constraints on the site, strict compliance with the forty (40)-foot front yard
parking setback is not practicable. The wetland significantly limits alternative parking locations and
constrains site design. The proposed parking placement represents the most reasonable and
minimal departure necessary to accommodate required parking while maintaining functional
access, internal circulation, and preservation of regulated natural features.

The intent of the front yard setback standard—to promote orderly development and maintain visual
quality along the public realm—is preserved to the greatest extent feasible given the site’s
environmental constraints. Therefore, the applicant requests approval of a PUD amendment to
allow a reduced front yard parking setback.




        Creating Success Since 1974   |   Grand Rapids, MI   |   Scottsdale, AZ   |   www.paradigmae.com


                                                                                                      Page 24 of 216
Adjacent GVSU Parking Encroachment and Relocation

The subject property is adjacent to a Grand Valley State University (GVSU) building. An existing
GVSU parking lot currently encroaches onto the subject parcel.

As shown on the submitted site plans, the encroaching parking will be removed and relocated
entirely outside of the subject property. This relocation will be completed by others and is not part
of the proposed construction. Removal of the encroachment will restore full use of the site in
accordance with the proposed development plan.

Stormwater Management

Stormwater management for the subject property will be provided in accordance with the approved
Harbor 31 Overall Stormwater Management Plan. Final stormwater design will be completed in
coordination with the City of Muskegon Public Works and Engineering Department during the site
plan and construction document stages to confirm system capacity, connection points, and any
necessary localized improvements. This coordinated approach ensures compliance with City
standards while maintaining consistency with the approved Harbor 31 PUD stormwater framework.



Conclusion

The proposed PUD amendment meets the City of Muskegon PUD criteria by:
   • Providing flexibility where strict ordinance compliance is impractical due to natural
       features;
   • Preserving and avoiding impacts to regulated wetlands;
   • Promoting efficient, functional, and orderly site design;
   • Remaining compatible with surrounding institutional and mixed-use development; and
   • Advancing the general intent and purpose of the zoning ordinance and the City’s long-term
       planning goals.
   • For these reasons, the applicant respectfully requests approval of the proposed PUD
       amendment.




        Creating Success Since 1974   |   Grand Rapids, MI   |   Scottsdale, AZ   |   www.paradigmae.com


                                                                                                      Page 25 of 216
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Page 28 of 216
                      Agenda Item Review Form
                    Muskegon Planning Commission
Commission Meeting Date: April 16, 2026              Title: Case 2026-11: Staff-initiated request to
                                                     amend Section XX of the zoning ordinance to
                                                     change the required front setbacks for
                                                     waterfront properties in the Lakeside Mixed
                                                     Residential context area.

Submitted by: Mike Franzak, Planning Director        Department: Planning

Brief Summary:
Staff-initiated request to amend Section XX of the zoning ordinance to change the required front
setbacks for waterfront properties in the Lakeside Mixed Residential context area.

Detailed Summary & Background:
The Lakeside Mixed Residential context area has a front build-to-zone of 5-12 feet. The Form-Based
Code allows waterfront properties to consider either the street side or the waterfront side as the front
of the property. This means that a building may be required to be placed anywhere from 5 to 12 feet
from the property line facing the water. Since all of the property may not be above the ordinary high
watermark, and also since water levels fluctuate, it would not be possible to place a building this
close to the water in many situations.

Staff is proposing to amend the ordinance to require waterfront properties to only build above the
ordinary high watermark and not to have a traditional setback from the waterfront property line.
Please see the attached "proposed amendment."

The Lakeside Mixed Residential context area allows detached houses, duplexes, rowhouses, small
multiplexes, and cottage retail buildings.

Goal/Focus Area/Action Item Addressed:

Key Focus Areas:


Goal/Action Item:
2027 Goal 2: Economic Development Housing and Business

Amount Requested:                                    Budgeted Item:
N/A                                                   Yes           No            N/A     X

Fund(s) or Account(s):                               Budget Amendment Needed:
N/A                                                   Yes           No            N/A     X



                                                                                              Page 29 of 216
Recommended Motion:
I move the request to amend Section XX of the zoning ordinance to change the required front
setbacks for waterfront properties in the Lakeside Mixed Residential context area be recommended
to the City Commission for approval.

Approvals:                                       Guest(s) Invited / Presenting:
Immediate Division       X                       No
Head
Information
Technology
Other Division Heads
Communication
Legal Review




                                                                                      Page 30 of 216
Page 31 of 216
Page 32 of 216
CONTEXT AREAS AND USE                                                                                                                                                 SECTION 2005
2005.07 LAKESIDE MIXED RESIDENTIAL (LMR) CONTEXT AREA
    3.0 PERMITTED BUILDING TYPES, BUILDING TYPE HEIGHTS, AND BUILDING TYPE LOT SIZES

                      BUILDING TYPE                                                            LAKESIDE MIXED RESIDENTIAL (LMR) CONTEXT AREA
                                                                                PERMITTED IN
                 WITH FRONTAGE OPTION                                           CONTEXT AREA
                                                                                                    BUILDING HEIGHT                                 BUILDING LOT SIZE

                                                        with STOREFRONT
MIXED-USE




                                                        with BALCONY
          BUILDING
            TYPE




                                                        with TERRACE
                                                        with FORECOURT
                                                        with DRIVE-THROUGH
                                                        with STOREFRONT
          BUILDING
RETAIL

            TYPE




                                                        with TERRACE
                                                        with DRIVE-THROUGH
                                                        with STOREFRONT
          BUILDING TYPE




                                                        with TERRACE
FLEX




                                                        with FORECOURT
                                                        with DOORYARD
                                                        with STOREFRONT           By Right     3 story cond.* / 1 story min. Lot Width: 25’ min. / 80’ max. Lot Depth: 80’ min.
COTTAGE

                          BUILDING
 RETAIL




                                                        with DOORYARD             By Right     3 story cond.* / 1 story min. Lot Width: 25’ min. / 80’ max. Lot Depth: 80’ min.
                                                        with STOOP                By Right     3 story cond.* / 1 story min. Lot Width: 25’ min. / 80’ max. Lot Depth: 80’ min.
                                                        with STOREFRONT
LIVE / WORK
          BUILDING




                                                        with DOORYARD
            TYPE




                                                        with LIGHTWELL
                                                        with STOOP
                                                        with FORECOURT
                          BUILDING TYPE BUILDING TYPE
MULTI-PLEX
 LARGE




                                                        with DOORYARD
                                                        with STOOP
                                                        with PROJECTING PORCH
MULTI-PLEX




                                                        with STOOP                By Right     3 story max. / 2 story min. Lot Width: 50’ min. / 80’ max. Lot Depth: 100’ min.
 SMALL




                                                        with PROJECTING PORCH     By Right     3 story max. / 2 story min. Lot Width: 50’ min. / 80’ max. Lot Depth: 100’ min.
                                                        with ENGAGED PORCH        By Right     3 story max. / 2 story min. Lot Width: 50’ min. / 80’ max. Lot Depth: 100’ min.
ROWHOUSE




                                                        with LIGHTWELL
          BUILDING
            TYPE




                                                        with STOOP                By Right      2 story building required Lot Width: 16’ min. / 30’ max. Lot Depth: 100’ min.
                                                        with PROJECTING PORCH     By Right      2 story building required Lot Width: 16’ min. / 30’ max. Lot Depth: 100’ min.
                                                        with STOOP                By Right     3 story cond.* / 2 story min. Lot Width: 35’ min. / 60’ max. Lot Depth: 100’ min.
          BUILDING
DUPLEX

            TYPE




                                                        with PROJECTING PORCH     By Right     3 story cond.* / 2 story min. Lot Width: 35’ min. / 60’ max. Lot Depth: 100’ min.
                                                        with ENGAGED PORCH        By Right     3 story cond.* / 2 story min. Lot Width: 35’ min. / 60’ max. Lot Depth: 100’ min.
                          BUILDING TYPE
DETACHED




                                                        with STOOP                By Right     3 story cond.* / 1 story min. Lot Width: 25’ min. / 60’ max. Lot Depth: 100’ min.
 HOUSE




                                                        with PROJECTING PORCH     By Right     3 story cond.* / 1 story min. Lot Width: 25’ min. / 60’ max. Lot Depth: 100’ min.
                                                        with ENGAGED PORCH        By Right     3 story cond.* / 1 story min. Lot Width: 25’ min. / 60’ max. Lot Depth: 100’ min.
                                                                                                                              Not Applicable - Carriage House Building Type must be used as an
CARRIAGE HOUSE BUILDING TYPE                                                      By Right      2 story max. / 1 story min.   accessory building to another building type (refer to Section 2006)

CIVIC BUILDING TYPE                                                               By Right      2 story max. / 1 story min. Lot Width: 25’ min. / 150’ max. Lot Depth: 100’ min.
Shaded areas represent Building Types and / or frontages that are not permitted in specified Context Area.
* Building height labeled Conditional is permitted if fronting Lakeshore Drive.

        .21                                                                                             LAKESIDE FORM BASED CODE                              CITY OF MUSKEGON
                                                                                                                                                                         Page 33 of 216
SECTION 2005                                                                                                   CONTEXT AREAS AND USE
                               2005.07 LAKESIDE MIXED RESIDENTIAL (LMR) CONTEXT AREA
 4.0 BUILDING SITE PLACEMENT
Refer to Illustration 5.05 for building site placement.         ILLUSTRATION 5.05 BUILDING SITE PLACEMENT
        A. Front Build-to-Zone (at front street):
                ■ Required build-to-zone from 5 to 12 feet
                   from front property line.                               C                                                                              B
                ■ For waterfront properties, buildings using
                                                                REAR PROPERTY
                   the waterfront as the front street shall     LINE
                   only be located above the ordinary high
                   water mark. In this case, the building may
                   extend to, but not beyond, the build-to-                                                                                                                      D
                   zone at the street.

       B. Side Build-to-Zone (at side street):
             ■ Required build-to-zone from 0 to 12 feet
               from side property line.




                                                                                  SIDE PROPERTY LINE
       C. Side Setback (at non-street locations):                                                            BUILDING                                                            E
             ■ 0 feet from side property line.                                                              FOOTPRINT




                                                                                                                                                          SIDE STREET
                                                                                                                                     SIDE PROPERTY LINE
       D. Rear Setback:
            ■ 0 feet from rear property line.

       E. Encroachments: Balconies, awnings, canopies,
          eaves, cornices, and bay windows, may project         FRONT PROPERTY
          into required setbacks, beyond required build-        LINE
          to-zones, or into the public right-of-way as
          indicated in Section 2003.02.                                                                       FRONT STREET

                                                                                                       A




 5.0 PARKING PLACEMENT
Refer to Illustration 5.06 for on-site parking placement.       ILLUSTRATION 5.06 PARKING PLACEMENT
        A. Front Setback:
                ■ 40 feet minimum from front property line.
                                                                                                                                                                             D
       B. Side Setback (from side street):
                                                                                                           REAR PROPERTY LINE
             ■ 5 feet minimum from side property line.

       C. Side Setback (from non-street locations):                                                              E
             ■ 0 feet from side property line.                             C
                                                                                                                                                            F
       D. Rear Setback:                                         ON-SITE PARKING
            ■ 0 feet from rear property line at non-street      PERMITTED IN
                                                                HATCHED AREA
               locations.
                                                                                                                 B
            ■ 5 feet from rear property line at street
               locations.
                                                                                  SIDE PROPERTY LINE




                                                                                                                         E                                                       G
       E. Parking located at side or rear street locations
          shall be screened from the street as required by
          Section 2008.14.
                                                                                                                             SIDE PROPERTY



                                                                                                                                                          SIDE STREET




                                                                                                                                                                        A
                                                                                                                                  LINE




       F. Parking / service areas shall not be accessed
          from front streets, unless an alley or side street    FRONT PROPERTY
          is not available for driveway placement.              LINE
          Maximum width of driveway is 20 feet.
                                                                                                              FRONT STREET
       G. Driveway access location:
             ■ Corner lot: 40 feet minimum from street
               corner.
             ■ Interior lot: within 5 feet of side property
               line, when alley is not available.



 CITY OF MUSKEGON LAKESIDE FORM BASED CODE                                                                                                                                       .22
                                                                                                                                                                            Page 34 of 216
                      Agenda Item Review Form
                    Muskegon Planning Commission
Commission Meeting Date: April 16, 2026             Title: Case 2026-12: Staff-initiated request to
                                                    amend Section XX of the zoning ordinance to
                                                    remove/edit several areas of the form-based
                                                    code.

Submitted by: Mike Franzak, Planning Director       Department: Planning

Brief Summary:
Staff-initiated request to amend Section XX of the zoning ordinance to remove/edit several areas of
the form-based code.

Detailed Summary & Background:
Staff is proposing several amendments to the Form-Based Code (FBC). The reasoning behind these
amendments is as follows:

    o The FBC has been used for over 10 years now, staff have noticed some regulations that need
      to be removed or revised.
    o Rezonings have brought about multiple expansions across eight neighborhoods (Nelson,
      Lakeside, Nims, Jackson Hill, Campbell Field, Northeast, Angell, McLaughlin).
    o Creation of new Context Areas specific to the Lakeside Business District and adjacent
      residential areas in May 2019. Modeled after, but never fully integrated into the original FBC
      document.
    o Continued rezonings/expansion anticipated to implement the goals of the Master Land Use
      Plan.
    o Eliminate redundancies to improve readability for users and generally make the document
      more accessible.
    o Simplify regulations to ensure that the code regulates the things that it should be, and not the
      things it shouldn’t be.
    o Opportunity to address document formatting as the Zoning Ordinance transitions to the
      Municode platform.


In general, the proposed updates include:

    o Updated wording to be more specific, clear, or concise, where necessary.
    o Eliminated redundant language and references to Zoning Ordinance sections with
      overlapping regulations.
    o Corrected Zoning Ordinance section references throughout.
    o Removed unhelpful regulations that have minor effect on intended results.
    o Removed "suggested" regulations, some of which will be used to draft actual regulations.


Jamie Pesch from the Planning Department will be giving a presentation on the proposed


                                                                                            Page 35 of 216
amendments at the meeting. Please see the attached "FBC Amendments" and "Amendment
Overview" documents.



Goal/Focus Area/Action Item Addressed:

Key Focus Areas:


Goal/Action Item:
2027 Goal 1: Destination Community & Quality of Life

Amount Requested:                                  Budgeted Item:
N/A                                                    Yes        No           N/A    X

Fund(s) or Account(s):                             Budget Amendment Needed:
N/A                                                    Yes        No           N/A    X

Recommended Motion:
I move the request to amend Section XX of the zoning ordinance to edit several areas of the form-
based code be recommended to the City Commission for approval as presented.

Approvals:                                         Guest(s) Invited / Presenting:
Immediate Division        X                        No
Head
Information
Technology
Other Division Heads
Communication
Legal Review




                                                                                          Page 36 of 216
The following offers a summary of the proposed amendments to the Form Based Code:
   -   Introduction (remove pages i.1-i.12)
   -   Remove unneeded or intentionally blank pages (front cover, page after Table of Contents, i.12, 1.2, 2.4, 4.2,
       5.12, 5.18, 5.30, 5.36, 5.42, 6.22, 6.32, 6.44, 6.54, 6.66, 6.78, 6.88, 6.98, 6.108, 6.118, 6.122, 7.18, 8.4,
       10.10, page after 10.10, back cover, and four such pages in the Lakeside FBC document; increasingly a
       digital document rather than a print document)
   -   Section 2001 Title, Purpose, and Scope:
          o   2001.01 through 2001.02 (change “redevelopment” and “new development” to “development” to
              broaden scope based on definition in Zoning Ordinance)
   -   Section 2002 Applicability and Procedures:
          o   2002.00 (change “new development” to “development” to broaden scope)
   -   Section 2003 General Provisions:
          o   2003.06 Accessory Buildings and Structures (align with Section 2311, of the Zoning Ordinance).
          o   2003.08 Nonconformities (remove C, 1 Nonconforming Sign Removal Incentive)
          o   2003.09 Lighting (align with Section 2333, 20 of the Zoning Ordinance)
          o   2003.11 Fencing (align with Section 2333, 12-19 of the Zoning Ordinance)
          o   2003.12 Trash Enclosures (merge B and C for clarity)
   -   Section 2004 Subdivision and Access Standards:
          o   2004.01 Lot Requirements (minor changes to text to align with other Sections)
          o   2004.02 Block Requirements (reduce minimum block length from 500 to 200 feet and maximum
              from 1,250 to 800)
          o   2004.04 Driveway Requirements (change approver for shared driveway access agreements from
              City Attorney to Zoning Administrator)
          o   2004.06 Sidewalks (remove reference to Public Realm Standards)
   -   Section 2005 Context Areas and Use:
          o   2005.01 (remove reference to Context Area Map)
          o   2005.02 Context Area Map (replaced with official City of Muskegon Zoning Map; remove all
              references to active ground floor use requirement – the DT context area only allows mixed uses and
              it is impossible to predict the viability of commercial use in various areas)
          o   2005.03 Context Areas Overview (remove due to redundancy with following pages)
          o   2005.04 Summary of Building Types in Each Context Area (update table to include Lakeside FBC
              Context Areas)
          o   2005.05 through 2005.14 Context Areas (the following are changes repeated in all 10 Context Areas
              unless otherwise specified):
                  ▪   1.0 Context Area Intent and Description (minor changes to text)
                  ▪   2.0 Context Area Location (replace map with City of Muskegon Zoning Map)
                  ▪   Table 3.0 (update to change from 100 foot minimum lot depth to 3,000 square foot
                      minimum lot area in FBC-NE and FBC-UR)
                  ▪   4.0 Building Site Placement (eliminate redundant language in E to be more concise)
                  ▪   5.0 Parking Placement (add language to G for clarity and update incorrect illustration
                      labels)

                                                                                                        Page 37 of 216
               ▪   Update page, section, and illustration numbers for newly incorporated Lakeside Context
                   Areas
-   Section 2006 Building Type Standards:
       o   2006.02 Building Types by Context Area (eliminate reference to 2006.06)
       o   2006.04 How to Use This Section (remove pages 6.2-6.4)
       o   2006.05 Standards for All Building Types (make language in I consistent)
       o   2006.06 Building Type Overview (remove due to redundancy with following pages)
       o   Table 2006.07 (remove duplicate of Table 2005.04)
       o   2006.08 through 2006.19 Building Types:
               ▪   3.0 Building Size and Massing:
                      •   (For Building Types that permit Carriage Houses, allow for an attached garage and a
                          Carriage House)
                      •   (Replace 48 foot maximum building depth with 20 foot minimum in lieu of
                          secondary wings for Small Multi-Plex)
                      •   (Reduce Carriage House separation from main building from 10 feet to 6 feet and
                          eliminate option to connect to main building with an uninhabitable space)
               ▪   4.0 Ground Floor Activation and Pedestrian Access (add language to Small Multi-Plex for
                   Carriage House)
               ▪   5.0 Number of Units (add language to Small Multi-Plex for Carriage House)
               ▪   7.0 Facade Composition Requirements:
                      •   (Remove Pilaster requirement where applicable)
                      •   (Remove Transparency Street/Sidewalk Level reference)
                      •   (Relocate Transparency Upper Stories to Frontage Options section
                      •   (Remove clear glass requirement for windows on upper stories)
               ▪   8.0 Building Type Story Height (refine most height minimums to ranges for greater
                   predictability)
               ▪   9.0 Building Type Frontage Options (update table to include Lakeside FBC Context Areas):
                      •   Location Requirements:
                              o   (Eliminate redundant encroachment language to be more concise)
                      •   Composition Requirements:
                              o   (Add stipulation that entry doors only need to be recessed when front
                                  setback is less than three feet)
                              o   (Remove Pilaster requirement and all references throughout)
                              o   (Relocate Transparency Upper Stories from Facade Composition
                                  Requirements)
                              o   (Remove requirement for Planning Commission review of outdoor seating
                                  areas at Storefront, Forecourt, and Dooryard Frontage Types)
                              o   (Make overhead doors regulation more concise and remove repeated
                                  reference image)
                              o   (Update illustration labels and incorrect illustration numbers)

                                                                                                    Page 38 of 216
                      •   Updates for specific Frontage Types:
                              o    Terrace Frontage (allow on side streets and on more than 50% of the
                                   buildings on one block face)
                              o    Forecourt (minor revision to description and institute maximum area of 1200
                                   square feet; remove erroneous Flex Building Frontage Location
                                   Requirements letter B)
-   Section 2007 Public Realm Type Standards and all references throughout (remove – these are
    recommendations, rather than requirements, for new subdivisions – to be replaced with Street Design
    Standards)
-   Section 2008 Off-Street Parking Standards:
       o   2008.00 through 2008.15 (clarify wording as to the purpose of this section, and improve alignment
           with Zoning Ordinance)
       o   2008.04 Access Standards (clarify priority of driveway placement options)
       o   2008.07 Establishment of Use Classes (remove Parking Use Class list and instead incorporate
           information into Permitted Uses Tables for each Context Area in Section 2005)
       o   2008.09 Shared Parking (remove obsolete section)
       o   2008.10 Parking Easements and Agreements (remove obsolete section)
       o   2008.11 Off-Street Parking Lot Design/Driveways (reduce separation of parking areas from
           buildings)
       o   2008.12 Parking Structures (Remove references to active use on the ground floor and reiterate the
           requirement for a Frontage Option)
-   Section 2009 Sign Standards:
       o   2009.02 Sign Requirements (remove due to redundancy with following pages)
       o   2009.06 Sign Type Overview (remove due to redundancy with following pages)
       o   2009.07 through 2009.12 Sign Types (update to incorporate Lakeside FBC Context Areas)
       o   Tables 2009.13 and 2009.14 (update to incorporate Lakeside FBC Context Areas)
-   Section 2010 Form Based Code Definitions:
       o   2010.00 Applicability (eliminate duplicate definitions, unreferenced definitions, and definitions
           related to Section 2007 Public Realm Standards)




                                                                                                     Page 39 of 216
TABLE OF CONTENTS

TABLE OF CONTENTS
TABLE OF CONTENTS .........................................................................................................................................1
SECTION 2001 TITLE, PURPOSE, AND SCOPE .....................................................................................................5
   2001.00 TITLE .................................................................................................................................................5
   2001.01 PURPOSE ..........................................................................................................................................5
   2001.02 SCOPE ..............................................................................................................................................5
SECTION 2002 APPLICABILITY AND PROCEDURES ..............................................................................................6
   2002.00 APPLICABILITY ..................................................................................................................................6
   2002.01 SITE PLAN/PLOT PLAN PROCEDURES.................................................................................................6
   2002.02 SPECIAL LAND USES .........................................................................................................................7
   2002.03 FORM BASED CODE DEPARTURES .....................................................................................................7
   TABLE 2002.03a MINOR DEPARTURES.............................................................................................................7
   TABLE 2002.03b MAJOR DEPARTURES .............................................................................................................8
   2002.04 ADOPTION AND EFFECTIVE DATE.......................................................................................................8
SECTION 2003 GENERAL PROVISIONS ...............................................................................................................9
   2003.00 APPLICABILITY ..................................................................................................................................9
   2003.01 BONUSES AND INCENTIVES ..............................................................................................................9
   2003.02 ENCROACHMENTS............................................................................................................................9
   2003.03 HEIGHT MEASUREMENT OF BUILDINGS ...........................................................................................10
   2003.04 OUTDOOR SEATING.........................................................................................................................10
   2003.05 TRANSPARENCY ..............................................................................................................................10
   2003.06 ACCESSORY BUILDINGS AND STRUCTURES ....................................................................................11
   2003.07 ROOF TOP SCREENING....................................................................................................................11
   2003.08 NONCONFORMITIES .......................................................................................................................12
   2003.09 LIGHTING ........................................................................................................................................12
   2003.10 APPEALS .........................................................................................................................................12
   2003.11 FENCING ........................................................................................................................................13
   2003.12 TRASH ENCLOSURES ......................................................................................................................13
SECTION 2004 SUBDIVISION AND ACCESS STANDARDS ...................................................................................14
   2004.00 APPLICABILITY.................................................................................................................................14
   2004.01 LOT REQUIREMENTS .......................................................................................................................14
   2004.02 BLOCK REQUIREMENTS ...................................................................................................................14
   2004.03 ACCESS REQUIREMENTS .................................................................................................................14
   2004.04 DRIVEWAY REQUIREMENTS .............................................................................................................14
                                                                                1




                                                                                                                                                                      Page 40 of 216
TABLE OF CONTENTS
  2004.05 PLATTING REQUIREMENTS ..............................................................................................................15
  2004.06 SIDEWALKS .....................................................................................................................................15
SECTION 2005 CONTEXT AREAS AND USE ........................................................................................................16
  2005.00 PURPOSE ........................................................................................................................................16
  2005.01 APPLICABILITY.................................................................................................................................16
  2005.02 [RESERVED] ....................................................................................................................................16
  2005.03 [RESERVED] ....................................................................................................................................16
  2005.04 SUMMARY OF BUILDING TYPES PERMITTED IN EACH CONTEXT AREA ...............................................18
  2005.05 DOWNTOWN (DT) CONTEXT AREA ...................................................................................................19
  2005.06 MAINSTREET (MS) CONTEXT AREA ....................................................................................................21
  2005.07 MAINSTREET WATERFRONT (MSW) CONTEXT AREA ..........................................................................23
  2005.08 NEIGHBORHOOD CORE (NC) CONTEXT AREA ..................................................................................25
  2005.09 NEIGHBORHOOD EDGE (NE) CONTEXT AREA ...................................................................................27
  2005.10 URBAN RESIDENTIAL (UR) CONTEXT AREA .......................................................................................29
  2005.11 LAKESIDE COMMERCIAL (LC) CONTEXT AREA ..................................................................................31
  2005.12 LAKESIDE HEAVY COMMERCIAL (LHC) CONTEXT AREA .....................................................................33
  2005.13 LAKESIDE MIXED RESIDENTIAL (LMR) CONTEXT AREA .......................................................................35
  2005.14 LAKESIDE RESIDENTIAL (LR) CONTEXT AREA ....................................................................................37
SECTION 2006 BUILDING TYPE STANDARDS .....................................................................................................39
  2006.00 PURPOSE ........................................................................................................................................39
  2006.01 APPLICABILITY.................................................................................................................................39
  2006.02 BUILDING TYPES BY CONTEXT AREA ................................................................................................39
  2006.03 CONTENTS OF THIS SECTION ..........................................................................................................39
  2006.04 [RESERVED] ....................................................................................................................................39
  2006.05 STANDARDS FOR ALL BUILDING TYPES ............................................................................................40
  2006.06 [RESERVED] ....................................................................................................................................41
  2006.07 [RESERVED] ....................................................................................................................................43
  2006.08 MIXED-USE BUILDING TYPE .............................................................................................................44
  2006.09 RETAIL BUILDING TYPE ....................................................................................................................50
  2006.10 FLEX BUILDING TYPE .......................................................................................................................55
  2006.11 COTTAGE RETAIL BUILDING TYPE .....................................................................................................61
  2006.12 LIVE/WORK BUILDING TYPE .............................................................................................................65
  2006.13 LARGE MULTI-PLEX BUILDING TYPE .................................................................................................71
  2006.14 SMALL MULTI-PLEX BUILDING TYPE .................................................................................................76
  2006.15 ROWHOUSE BUILDING TYPE ...........................................................................................................80
                                                                            2




                                                                                                                                                               Page 41 of 216
TABLE OF CONTENTS
  2006.16 DUPLEX BUILDING TYPE ..................................................................................................................84
   2006.17 DETACHED HOUSE BUILDING TYPE .................................................................................................87
   2006.18 CARRIAGE HOUSE BUILDING TYPE ..................................................................................................91
   2006.19 CIVIC BUILDING TYPE ......................................................................................................................93
SECTION 2007 [RESERVED] ..............................................................................................................................95
SECTION 2008 OFF-STREET PARKING STANDARDS .........................................................................................115
   2008.00 PURPOSE ......................................................................................................................................115
   2008.01 APPLICABILITY ...............................................................................................................................115
   2008.02 PARKING AND LOADING REVIEW ...................................................................................................115
   2008.03 USE OF PARKING AREAS ................................................................................................................115
   2008.04 ACCESS STANDARDS ....................................................................................................................115
   2008.05 MAINTENANCE STANDARDS ..........................................................................................................115
   2008.06 DIMENSIONAL REQUIREMENTS .....................................................................................................115
   2008.07 ESTABLISHMENT OF USE CLASSES ................................................................................................115
   2008.08 OFF-STREET PARKING REGULATIONS.............................................................................................116
   2008.09 [RESERVED]...................................................................................................................................117
   2008.10 [RESERVED]...................................................................................................................................117
   2008.11 OFF-STREET PARKING LOT DESIGN/DRIVEWAYS ............................................................................117
   2008.12 PARKING STRUCTURES ..................................................................................................................118
   2008.13 OFF-STREET LOADING REQUIREMENTS .........................................................................................118
   2008.14 PARKING LOT LANDSCAPING/SCREENING .....................................................................................118
   2008.15 BICYCLE PARKING .........................................................................................................................118
SECTION 2009 SIGN STANDARDS ...................................................................................................................119
   2009.00 PURPOSE ......................................................................................................................................119
   2009.01 APPLICABILITY ...............................................................................................................................119
   2009.02 [RESERVED]...................................................................................................................................119
   2009.03 OFF PREMISE ADVERTISING ...........................................................................................................119
   2009.04 NONCONFORMING SIGNS.............................................................................................................120
   2009.05 REMOVAL ......................................................................................................................................120
   2009.06 [RESERVED]...................................................................................................................................120
   2009.07 SIGN BAND SIGN ...........................................................................................................................121
   2009.08 WALL SIGN ....................................................................................................................................122
   2009.09 PROJECTING SIGN .........................................................................................................................123
   2009.10 AWNING AND CANOPY SIGN .........................................................................................................124
   2009.11 WINDOW SIGN ..............................................................................................................................125
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                                                                                                                                                               Page 42 of 216
TABLE OF CONTENTS
  2009.12 GROUND SIGN ..............................................................................................................................126
   2009.13 SUMMARY OF DIMENSIONAL REQUIREMENTS FOR SIGNS ..............................................................127
   2009.14 SUMMARY OF SIGN QUANTITIES PERMITTED ..................................................................................127
SECTION 2010 FORM BASED CODE DEFINITIONS ...........................................................................................128
   2010.00 APPLICABILITY ...............................................................................................................................128




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                                                                                                                                                              Page 43 of 216
SECTION 2001 TITLE, PURPOSE, AND SCOPE

SECTION 2001 TITLE, PURPOSE, AND SCOPE

2001.00 TITLE
The following document shall be known as the City of Muskegon Form Based Code.

2001.01 PURPOSE
The City of Muskegon Form Based Code is intended to support redevelopment within downtown Muskegon,
including key waterfront areas and commercial districts through the establishment of building types, frontage
types and street guidelines by creating a compact, transit-oriented development pattern that fosters walkable
corridors, mixed uses, and a diversity of residential development. The City of Muskegon Form Based Code reflects
the desires and outcomes of the 2003 Imagine Muskegon Plan, the 2008 Downtown and Lakeshore
Redevelopment Plan, and the 2014 City of Muskegon Parking Strategy.

RedDevelopment within the project area shall adhere to the provisions and standards established in this form
based code in order to realize the vision set forth in the 2008 Downtown and Lakeshore Redevelopment Plan which
was subsequently adopted as part of the city’s Master Plan.

The City of Muskegon Form Based Code is a legal document regulating building types, frontage types and
thoroughfare types wherever its Context Areas are applied. It shall do so in conjunction with the municipal City of
Muskegon Zoning Ordinance for areas zoned Form Based Code (FBC) on the Zoning Map, by regulating land
development to ensure a compact, urban form.

2001.02 SCOPE
The City of Muskegon Form Based Code is a mandatory code that applies to all new development and
redevelopment within the boundaries of the Zoning Map or other locations within the municipality where the
applicable Context Areas have been applied as outlined in 2002.00, Applicability. The boundaries generally
include all lands that abut Muskegon Lake to the west, Spring Street to the north, Shoreline Drive to the south, and
Muskegon Avenue to the east, as well as the 3rd Street Business District.

Within the City of Muskegon Zoning Ordinance, properties zoned and thus regulated by the City of Muskegon Form
Based Code are within the Form Based Code (FBC) district. This district directs property owners and applicants to
this Code for development standards. Wherever there is a conflict between the City of Muskegon Form Based
Code and other sections of the City’s of Muskegon Zoning Ordinance (as applied to particular development within
the FBC district), the requirements specifically set forth in the Form Based Code shall prevail.

For development standards not covered by the City of Muskegon Form Based Code, the other applicable sections
in the municipal City of Muskegon Zoning Ordinance shall apply. All development shall also comply with all other
local, state or federal regulations and ordinances.

Throughout this Form Based Code, photographs are used for illustrative purposes only.




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                                                                                                                       Page 44 of 216
SECTION 2002 APPLICABILITY AND PROCEDURES

SECTION 2002 APPLICABILITY AND PROCEDURES

2002.00 APPLICABILITY
The City of Muskegon Form Based Code shall apply to development within the boundaries of the Form Based Code
District depicted on the City of Muskegon official Zoning Map. Development shall include the following:

   A. New dDevelopment.
   B. Modifications to existing buildings:
          1. Building Footprint. Increasing or decreasing a building footprint by twenty-five percent (25%) or
              greater in area or when the cost of the addition is greater than or equal to fifty percent (50%) of the
              current assessed value of the building or structure. Phased construction to avoid compliance with
              this standard or breaking up construction such that the thresholds are avoided shall be prohibited.
          2. Building Facade.
                    i. Increasing or decreasing the building facade transparency by more than fifty percent (50%).
                       Phased construction to avoid compliance with this standard or breaking up construction
                       such that the 50% threshold is avoided shall be prohibited.
                   ii. Building facades over 50 years are exempt from the City of Muskegon Form Based Code,
                       except existing window and door openings shall remain, in addition to existing building
                       materials, unless the Planning Commission deems the frontage as not having historic
                       value.
                  iii. For properties listed in the State or National Register of Historic Places or are located within
                       a Local Historic District, the Secretary of Interior Standards for Rehabilitation shall
                       supersede this Form Based Code.
   C. Any change in land use impacting parking requirements.
   D. The Planning Commission may, at the request of the applicant, waive the applicability of this Code upon a
      finding that adhering to the Code would place undue hardship on the applicant. Should the Planning
      Commission waive the applicability of the Form Based Code, the underlying district provisions shall apply.

2002.01 SITE PLAN/PLOT PLAN PROCEDURES
   A. Full Site plan/plot plan. To expedite the development process, development within the City of Muskegon
      Form Based Code that complies with the provisions of this Code shall require full site plan or plot plan
      review and approval by the City’s Zoning Administrator or Building Official.
          1. Section 2303 in the City of Muskegon Zoning Ordinance shall govern the type of submittal required,
               being either a full site plan or plot plan.
          2. Review and approval shall be conducted by the City’s Building Official for single-family detached
               dwellings and modifications to comply with accessibility requirements.
          3. All other development activities outlined in Section 2303 shall require review and approval of the
               City’s Zoning Administrator.
   B. Site Plan review procedures and requirements. Site plan submittal and review shall follow the processes
      set forth in Section 2303 of the City of Muskegon Zoning Ordinance. Site plan required data shall adhere to
      Section 2303 of the City of Muskegon Zoning Ordinance, unless waived or required by the City’s Zoning
      Administrator per Section 2303, 8.
   C. Planning Commission review. Full site plan review by the Planning Commission shall be required for any
      Special Land Use or Specific Development Plan. Review standards are included in Section 23032330, 11 of
      the City of Muskegon Zoning Ordinance. Special Land Use standards specific to special uses regulated in
      this Form Based Code are included in Section 2005.

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                                                                                                                          Page 45 of 216
SECTION 2002 APPLICABILITY AND PROCEDURES
   D. Specific Development Plan. A Specific Development Plan is intended to allow applicants development
      flexibility to address market conditions and opportunities, including the master planning of large lots
      exceeding the maximum block dimensions as outlined in Section 2004, as well as the consolidation of
      multiple properties to create predictable and market responsive development for the area. Specific
      Development Plans shall be required for any Major Departure as outlined in this Section 2002.03 (form
      based code departures).
          1. Specific Development Plan requirements. A Specific Development Plan shall include a full site plan
                and required data as outlined in Section 2303, 112330.
          2. Additional requirements include: A plan depicting the proposed Context Areas for the subject
                site(s) if major departures from the Context Area boundaries are requested.
          3. Public Hearing: The applicant and/or Planning Commission may request a public hearing for a
                Specific Development Plan. A public hearing, pursuant to the Michigan Zoning Enabling Act, shall
                be required for a major departure of Context Area boundary.
          4. Planning Commission action: The Planning Commission shall review and approve, with or without
                conditions, the full site plan upon the following findings:
                      i. The Context Areas provide a seamless transition from adjacent, existing districts and uses
                          to the proposed subject site(s).
                     ii. Internal circulation and layout of lots fosters a walkable, urban area by adhering to the
                          maximum block lengths as outlined in Section 2004.
                    iii. Roadways are interconnected and provide safe areas for walking and biking.

2002.02 SPECIAL LAND USES
   A. Special Land Uses. As per Section 2005 of the City of Muskegon Form Based Code, certain uses require
      special land use review and approval by the Planning Commission. The special land use review and
      approval process shall adhere to Section 2332 of the City of Muskegon Zoning Ordinance. Specific
      standards for special land uses are determined by Context Area and Use, refer to Section 2005.

2002.03 FORM BASED CODE DEPARTURES
   A. Minor Departures. The Zoning Administrator may, at the request of an applicant, waive certain minor
      adjustments to context area boundaries, building frontage standards and building type standards as
      outlined in Table 2002.03a.
   B. Major Departures. The Planning Commission may, at the request of the Zoning Administrator or applicant,
      waive certain major deviations to context area boundaries, building frontage standards and building type
      standards. Table 2002.03b provides a summary of major departures.
   C. Findings for Code Departures. The applicable reviewing body shall find that a departures to the Form
      Based Code:
          1. Does not materially change the circulation and building location on the site;
          2. Does not alter the relationship between the buildings and the street;
          3. Does not allow a use not otherwise permitted in this Form Based Code; and
          4. The departure is the minimum required necessary to meet the intent of the Form Based Code.

TABLE 2002.03a MINOR DEPARTURES
                          Type                     Modification            Findings
 Context Area             Area or boundary of      No more than 15%        When possible, boundaries shall
                          context area             increase or decrease    follow parcel lines
                                                   in area


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SECTION 2002 APPLICABILITY AND PROCEDURES
 Building Frontage    Location requirement, No more than 1’             Constraints related to topography,
                      including required    deviation in standard       pattern of existing adjacent facades,
                      building line                                     or lot dimensions
 Building Type        Size and massing      No more than 5%             Constraints related to topography,
                      Entrance intervals    deviation in standard       pattern of existing adjacent facades,
                      Story height                                      or lot dimensions
TABLE 2002.03b MAJOR DEPARTURES
                        Type                    Modification            Findings
 Context Area           Area or boundary of     No more than 30%        When possible, boundaries shall
                        context area            increase or decrease    follow parcel lines
                                                in area
 Building Frontage      Location requirement,   More than 1’ and less   Constraints related to topography,
                        including required      than 2’ deviation in    pattern of existing adjacent facades,
                        building line           standard                or lot dimensions
 Building Type          Size and massing        No more than 10%        Constraints related to topography,
                        Entrance intervals      deviation in standard   pattern of existing adjacent facades,
                        Story height                                    or lot dimensions
2002.04 ADOPTION AND EFFECTIVE DATE
   A. City of Muskegon
          1. Adoption. The City of Muskegon Form Based Code was adopted at a regular meeting of the
              Muskegon City Commission on May 26, 2015.
          2. Effective Date. The City of Muskegon Form Based Code shall take effect and be in force on and
              after June 5, 2015 in the City of Muskegon.




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SECTION 2003 GENERAL PROVISIONS

SECTION 2003 GENERAL PROVISIONS

2003.00 APPLICABILITY
Section 2003 identifies provisions that are general to all City of Muskegon Form Based Code Context Areas.

Each Context Area established in this code shall meet the requirements of Section 2003. If there is a conflict
between this Section and the individual requirements of the Context Area or Building Size and Massing Standards,
the requirements of the Context Areas or Building Size and Massing Standards shall govern.

2003.01 BONUSES AND INCENTIVES
   A. Purpose and Intent. The Planning Commission may grant development incentives to applicants to
      encourage the provision of certain community benefits or amenities that are in compliance with 2003.01.
   B. Incentives Restricted to Added Benefits. Incentives shall be granted only when the community benefits or
      amenities offered would not otherwise be required or are likely to result from the planning process.
   C. Incentives Permitted. The Planning Commission may grant the following incentives commensurate with
      the benefit provided:
          1. Downtown Context Area: Building height may be increased up to 2 additional stories.
          2. Building height increase bonuses shall require a site plan review and approval through the Planning
              Commission.
          3. The Planning Commission reserves the right to determine the extent of the increase in height, up to
              the maximum bonus allowed, based on the extent of the benefit provided.
   D. Civic Space Benefit. An increase in building height may be granted for the creation of dedicated Civic
      Space, including greenway connections either along 3rd Street and/or over Shoreline Drive connecting the
      downtown to the downtown waterfront context area. Civic Space shall meet one of the following
      requirements to be considered for an incentive:
          1. Civic Space shall be in the form of plazas, squares, greens, linear parks, green alleys, parklets or
              parks. Civic spaces do not include community gardens.
   E. Parking Structure Benefit. An increase in building height may be granted for projects that incorporate
      parking structures as part of the development. Parking structures shall meet the following requirements to
      be considered for an incentive:
          1. The parking structures shall meet the requirements of Section 2008 Parking Standards.
          2. The parking structures shall provide a minimum of fifty percent (50%) of its parking spaces as
              parking available to the public at market rate.
          3. The parking structures shall provide bicycle amenities including bike racks and/or bike lockers that
              are easily accessed from the public right-of-way.

2003.02 ENCROACHMENTS
   A. The following architectural elements may project into required setbacks, beyond required build-to-zones
      or into the public right-of-way as indicated below. For encroachments into the public right-of-way, an
      encroachment permit shall be obtained from the applicable City department(s).
           1. Balconies. A balcony with a minimum ground clearance of twelve (12) feet above adjacent grade
               may extend six (6) feet maximum from the exterior wall of the building.
           2. Awnings and Canopies. An awning or canopy with a minimum ground clearance of eight (8) feet
               above adjacent grade may extend five (5) feet maximum from the exterior wall of the building.
           3. Eaves. Building eaves with a minimum ground clearance of twelve (12) feet above adjacent grade
               may extend two (2) feet maximum from the exterior wall of the building.

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SECTION 2003 GENERAL PROVISIONS
          4. Cornice. Building cornices with a minimum ground clearance of twelve (12) feet above adjacent
              grade may extend up to a two (2) foot maximum from the exterior wall of the building.
          5. Bay Windows. Bay windows with a minimum ground clearance of twelve (12) feet above adjacent
              grade may extend three (3) feet maximum from the exterior wall of the building.
          6. Projecting Signs. Projecting signs with a minimum ground clearance of eight (8) feet above adjacent
              grade may extend three (3) feet maximum from the exterior wall of the building.
   B. Unenclosed porches, stoops, lightwells, and steps may project into required setbacks and beyond
      required build-to-zones as indicated below. Unenclosed porches, stoops, lightwells and steps shall not
      project into the public right-of-way.
          1. Along principal frontage lines: Unenclosed porches, stoops, and lightwells (not including steps)
              may project into the front yard or front build-to-zone by no more than ten (10) feet, but shall be no
              closer than five (5) feet to the principal frontage line. Steps may completely encroach into the front
              yard or front build-to-zone but shall not extend beyond the principal frontage line.
          2. Along secondary frontage lines: Unenclosed porches, stoops, lightwells, and steps may project
              into the side yard or side build-to-zone provided that they are not closer than three (3) feet to the
              secondary frontage line.
          3. Along any side or rear non-frontage property line: Unenclosed porches, stoops, lightwells, and
              steps may project into the side or rear yard setback areas by no more than three (3) feet.
          4. Decorative walls and fences may project into setbacks or yards as allowed in Section 2331 2333
              Landscaping, Fencing, Walls, Screens and Lighting.

2003.03 HEIGHT MEASUREMENT OF BUILDINGS
   A. Building heights shall be measured in number of stories.
   B. Story height shall be measured from floor to ceiling for each floor of a building as indicated by specific
      building type.
   C. Attic and basements are not counted as stories.
   D. Penthouses that are required for elevators and stair enclosures for roof access are not counted as stories.
      Penthouses and stair enclosures shall not extend more than 12 feet from the adjacent roof surface.

2003.04 OUTDOOR SEATING
   A. Outdoor seating shall be permitted with the following building envelope types:
           1. Mixed-Use Building
           2. Retail Building
           3. Flex Building
           4. Cottage Retail Building
           5. Live/Work Building
           6. Civic Building
   B. All other standards of Section 2308, Outdoor DiningSeating, found in the City’s of Muskegon Zoning
      Ordinance shall apply.

2003.05 TRANSPARENCY
   A. Facade Transparency requirements for building elevations facing principal and secondary frontage lines
      are indicated as a percentage of clear glass to solid wall in Section 2006 Building Type Standards.
      Transparency shall be subject to the following requirements:
          1. Clear Glass. Only clear or lightly tinted glass in windows, doors, and display windows shall be shall
              considered transparent.


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SECTION 2003 GENERAL PROVISIONS
         2. Calculation. The calculation of the percentage of transparency shall include only the glass within
             the windows, doors, and display windows.
         3. Reflective Surfaces. The use of highly reflective surfaces, including reflective glass and mirrors is
             prohibited on the ground floor.
         4. Security Shutters. Exterior steel barriers, hurricane curtains and other security devices are not
             permitted on the exterior of the building. If they are located in the interior of the building, they may
             not be visible from the sidewalk or public right-of-way during business hours.
         5. Interior Display. Interior display shelves and merchandise are not permitted to block or obscure
             clear views into or out of the building at windows, doors or display windows that are included as
             part of the required transparency.
         6. Stairwells. Where stairwells are introduced to the outer building wall of a building, the exterior of
             the stairwell and exit door shall be at least seventy (70) percent transparent.

2003.06 ACCESSORY BUILDINGS AND STRUCTURES
Accessory buildings and structures shall adhere to the following:regulations in Section 2311 Accessory Structures
and Buildings.

 Accessory Buildings and Structures
                                 Detached House                      Other Building Types
 Number                          One Per Lot                         No limit; however review and
                                                                     approval by Zoning
                                                                     Administrator is required
 Size                              Up to 600 square feet             No limit; however review and
                                                                     approval by Zoning
                                                                     Administrator is required
 Height                            One story, up to 14’
 Setbacks                          Setbacks shall adhere to those of the applicable context area
                                   and shall be setback from front property line by 40’

                                   Shall be separated from main building by 10’

                                   Shall not be closer to property lines than the main building
 Composition                       Any part of accessory building facing a front or side street
                                   shall adhere to the transparency requirements of the main
                                   building, per Building Type Standards, Section 2006.
 Exceptions                        Accessory buildings                Accessory buildings and
                                   shall not be permitted             structures are permitted in
                                   with detached house                all context areas except the
                                   containing a carriage              Downtown (DT).
                                   house on the same
                                   property.
2003.07 ROOF TOP SCREENING
All rooftop mechanical, communication, and similar devices shall be screened from view of adjacent properties
and streets. Screening shall be so designed as to be an integral part of the building. The screening material shall
match the building’s material and color or be another material or color that is compatible with the building
exterior.



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SECTION 2003 GENERAL PROVISIONS
2003.08 NONCONFORMITIES
Any lawful use of any land or building existing on May 26, 2015 and located in a zoning district in which it would not
be permitted as a new use under the regulations of the Muskegon Form Based Code is hereby declared a
nonconforming use and not in violation of this Section, subject to the regulations of this Section.

    A. Nonconforming Uses of Buildings and Structures. Nonconforming uses of buildings and structures in the
       Form Based Code shall adhere to the provisions of Article XXII.
    B. Nonconforming Due to Building Size and Massing. For buildings and structures that do not conform to the
       building size and massing standards of this Form Based Code, but are otherwise conforming to use,
       certain relief is provided and such buildings and structures shall be deemed conforming. Alterations,
       repair, maintenance or other activities requiring building permit shall conform to the provisions of this
       Form Based Code when such actions meet the Applicability provisions contained in Section 2002.
    C. Nonconforming Signs. Nonconforming signs shall meet the provisions of Section 2334, 13 of the City of
       Muskegon Zoning Ordinance.
           1. Nonconforming Sign Removal Incentive. In an effort to encourage the eventual elimination of
               nonconforming signs, protect public health, safety, and welfare, as well as reduce visual clutter
               and improve the aesthetics of the area, the following incentive is established to encourage
               conformance with Section 2009. When a non-conforming sign is removed and replaced with a
               conforming sign per Section 2009 of the Form Based Code, the applicant shall be eligible for an
               increase in total sign area not to exceed twenty percent (20%) of the permitted sign area of the
               replacement sign.

2003.09 LIGHTING
A.     Exterior site lighting, other than flag and decorative lighting, shall be confined to the development site and
conform to Section 2333, 20 of the City of Muskegon Zoning Ordinancethe following:

Lamps and luminaries shall be shielded, hooded and/or louvered to provide a glare free area beyond the property
line and beyond any public right-of-way, and the light source are not directly visible from beyond the boundary of
the site.

The light from any illumination source shall be designed so that the light intensity or brightness at any property line
shall not exceed one (1) foot candle.

Lighting fixtures shall have one hundred percent (100%) cut off above the horizontal plane at the lowest part of the
point light source. The light rays may not be emitted by the installed fixture at angles above the horizontal plane.
No light fixture shall be mounted higher than fifteen (15) feet above the average grade of the site.

There shall be no lighting of a blinking, flashing, or fluttering nature, including changes in light intensity, brightness
or color. Beacon and search lights are not permitted.

No colored lights shall be used at any location or in any manner so as to be confused with or construed as traffic
control devices.

2003.10 APPEALS
An appeal may be taken to the Zoning Board of Appeals by any person, firm or corporation, or by any officer,
department, board, or bureau affected by a decision of the Zoning Administrator. Such appeal process shall follow
the process and procedures of Article XXV of the City of Muskegon Zoning Ordinance.



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                                                                                                                             Page 51 of 216
SECTION 2003 GENERAL PROVISIONS
2003.11 FENCING
Fencing shall be permitted with approval of the Zoning Administrator. Fencing shall adhere to Section 23312333,
12-19 of the City of Muskegon Zoning Ordinance. and the following additional provisions:

A.      Fencing shall be permitted in rear and side yards only, and located behind the front building wall.

B.      Fencing shall be a maximum of three (3) feet in height along side property lines; and six (6) feet in height at
rear property lines.

C.      Chain link fencing shall be prohibited.

2003.12 TRASH ENCLOSURES
Open storage or refuse areas, including trash enclosures shall adhere to the following:

     A. Opaque Screen Wall. An opaque screen wall (vertical structured barrier to visibility at all times such as a
        fence or wall) is required around three (3) sides of the dumpster and trash bin area. Height shall not exceed
        six (6) feet.
     B. Trash enclosures shall not be placed or face a front or side street.
     C.B.         Trash enclosures shall be located behind the front building wall and be placed a minimum of
        twenty (20) feet from property lines along front or side streets.




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                                                                                                                          Page 52 of 216
SECTION 2004 SUBDIVISION AND ACCESS STANDARDS

SECTION 2004 SUBDIVISION AND ACCESS STANDARDS

2004.00 APPLICABILITY
The subdivision of lands within the Form Based Code district shall adhere to Chapter 78 of the City of Muskegon
Code of Ordinances, except as provided herein. Note that where the Design and Layout Standards within Chapter
78 contradict the standards herein, the standards herein shall take precedence.

2004.01 LOT REQUIREMENTS
   A. Access. Blocks and Lots shall abut a sStreets, Avenue, and/or Aalleys, as defined described in Section
       2005, Context Areas and Uses. Double frontage lots shall be permitted, provided that the applicant identify
       a principal frontage to orient building types. Buildings shall face streets, rights-of-ways, or civic spaces.
   B. Width and Depth. No lot shall be created that is less than the minimum or more than the maximum
       permitted lot widths and depths defined in the applicable Context Areas. Lot width shall be as follows:
   1. Residential. Residential lots for detached house types shall be at least 40’ in width. Live/work and/or
       rowhouse lots shall be at least 18’ in width.
   2. Commercial. Commercial or mixed use lots within all Context Areas shall be at least 25’ in width.
   3.B.        The maximum lot width to depth ratio shall be 1:4.
           4. Applicant is encouraged to verify site dimensional requirements for desired building type and
               applicable frontage standards prior to platting.

2004.02 BLOCK REQUIREMENTS
   A. Length. Blocks shall be not less than 500 200 feet nor more than 1,250800 feet.
   B. Width. Width shall be as necessary to meet site dimensional requirements for applicable building types.
      Applicants are encouraged to consider providing civic space in the form of plazas, pocket parks, or other
      public gathering areas dispersed in 1/4 mile increments and not less than 2,500 square feet in area.
   C. Block Frontage. Blocks shall be bounded by public right-of-way, civic space, public access easements, or
      the waterfront.
   D. Connectivity. New streets shall connect to existing streets wherever possible. Cul-de-sacs shall not be
      permitted.

2004.03 ACCESS REQUIREMENTS
   A. Alley access is encouraged within all Context Areas.
   B. Existing alleys are encouraged to be maintained.
   C. Cross access easements shall be provided when feasible as an access management strategy, especially
      within the Mainstreet Waterfront Context Area. Cross access ways shall be designed as rear alleys.
   D. Cross access agreements shall be legally binding and allow interconnected vehicular and pedestrian
      access in perpetuity.
   E. Rear alleys shall be contiguous along adjacent property lines, forming a travel way parallel to the primary
      thoroughfare.
   F. Similar building types shall face each other across a street or avenue, while alleys may be used to
      transition between building types.

2004.04 DRIVEWAY REQUIREMENTS
   A. Commercial.
        1. For access management purposes, driveways shall be shared and connect to a rear alley when
           available.

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                                                                                                                       Page 53 of 216
SECTION 2004 SUBDIVISION AND ACCESS STANDARDS
         2. A shared driveway access agreement shall be reviewed and approved by the City Attorney Zoning
             Administrator prior to subdivision approval.

2004.05 PLATTING REQUIREMENTS
The subdivision of lands shall follow the review and approval process as provided in Chapter 78.

2004.06 SIDEWALKS
Sidewalks shall be provided in accordance with the Street Space Standards for the applicable Context Areaalong
both sides of any public street.




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                                                                                                                 Page 54 of 216
SECTION 2005 CONTEXT AREAS AND USE

SECTION 2005 CONTEXT AREAS AND USE

2005.00 PURPOSE
Section 2005 identifies the Context Areas and Uses established for the City of Muskegon Form Based Code and
provides the attributes that are allowed in each Context Area. These attributes include use, building types, and
building height. These Context Areas ensure that proposed development is consistent with the desires and
outcomes of the 2003 Imagine Muskegon Plan, the 2008 Downtown and Lakeshore Redevelopment Plan, and the
2015 City of Muskegon Parking Strategy.

Each of the Context Areas described in this Section represent a spectrum of development character and intensity,
ranging from the most urban intense (Downtown) to the least urban intense (Residential). Each Context Area
establishes character through its use of Building Types (Section 2006).

2005.01 APPLICABILITY
Each Context Area established in the Context Area Map shall meet the standards of this Section. Each Context
Area includes permitted and special uses (if applicable), Building Types, and building height. Key maps are
provided to quickly discern the context area location within the City of Muskegon.

2005.02 CONTEXT AREA MAP[RESERVED]

2005.03 CONTEXT AREAS OVERVIEW[RESERVED]
Table diagrams and More Urban Less Urban arrow

DT Downtown Description

This Context Area is characterized by mixed use buildings set next to the sidewalk in order to create a street wall
and promote commerce and shopping. These buildings contain street level retail uses with residential and office
uses on the upper floors. This Context Area has a high level of transit service that can help offset the need for off-
street parking and promote walkability.

The following are generally appropriate form elements in this Context Area:

    A.   Attached buildings
    B.   Medium to large building footprint
    C.   Building at the Right-of-Way
    D.   No side setbacks
    E.   Storefront frontages

MS Mainstreet Description

This Context Area is characterized by mixed use buildings set next to the sidewalk in order to create a street wall
and promote commerce and shopping. These buildings contain primarily street level retail uses, however,
residential and service uses may occur on the ground floor so that the area can mature over time. This Context
Area has a high level of walkability and vibrancy at the street level.

The following are generally appropriate form elements in this Context Area:

    A.   Attached buildings
    B.   Medium to large building footprint
    C.   Building at or near the Right-of-Way
    D.   Small side setbacks
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                                                                                                                         Page 55 of 216
SECTION 2005 CONTEXT AREAS AND USE
   E. Varied frontages with an emphasis on commercial

MSW Mainstreet Waterfront Description

This Context Area is similar to the Mainstreet Context Area and is characterized by mixed use buildings set next to
the sidewalk in order to create a street wall and promote commerce and shopping. Buildings in this district are
required to have setbacks on the upper floors so that lakeshore views are maintained.

The following are generally appropriate form elements in this Context Area:

    A.   Attached buildings
    B.   Medium to large building footprint
    C.   Building at or near the Right-of-Way
    D.   Small side setbacks
    E.   Varied frontages with an emphasis on commercial

NC Neighborhood Core Description

This Context Area is characterized by a wide variety of building types that can accommodate retail, service, office,
and residential uses. Buildings are typically close to the street and form nodes of activity at key intersections. This
Context Area forms a transitional area between the more intense Context Areas of the Form Based Code area and
the existing residential neighborhoods that are adjacent to downtown Muskegon.

The following are generally appropriate form elements in this Context Area:

    A.   Primarily attached buildings
    B.   Medium to large building footprint
    C.   Varied front setbacks
    D.   Small side setbacks
    E.   Varied frontages

NE Neighborhood Edge Description

This Context Area is characterized by a wide range of residential building types that have a variety of setback
conditions within a compact walkable block structure. Retail and office enterprises may occur in various locations
within the block structure. This Context Area provides a variety of medium and small residential building types that
transition between the existing neighborhoods.

The following are generally appropriate form elements in this Context Area:

    A.   Attached and detached buildings
    B.   Medium building footprints
    C.   Varied front setbacks
    D.   Medium to small side setbacks
    E.   Varied frontages

UR Urban Residential Description

This Context Area is characterized by a wide variety of residential buildings types that have a range of setback
conditions within a compact walkable block structure. Small retail enterprises may occur at strategic corner
locations within live/work buildings. This Context Area is typically adjacent to single family residential districts.

The following are generally appropriate form elements in this Context Area:

                                                           17




                                                                                                                          Page 56 of 216
SECTION 2005 CONTEXT AREAS AND USE
   A. Attached and detached residential buildings
   B. Medium to small building footprint
   C. Varied front setbacks
   D. Medium side setbacks
   E. Primarily stoops and porch frontages

2005.04 SUMMARY OF BUILDING TYPES PERMITTED IN EACH CONTEXT AREA   Commented [JP1]: Add updated table including
                                                                   Lakeside Context Areas.




                                                    18




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SECTION 2005 CONTEXT AREAS AND USE
2005.05 DOWNTOWN (DT) CONTEXT AREA
1.0 CONTEXT AREA INTENT AND DESCRIPTION                                                                                  Commented [JP2]: Add photo and plan drawing.
Intent: To reinforce and enhance the downtown city core and to enable it to evolve into a complete neighborhood
that provides local and regional service, retail, entertainment, civic, and public uses, as well as a variety of urban
housing choices.

Description: This Context Area is characterized by mixed-use buildings set next to the sidewalk in order to create a
street wall and promote commerce and shopping. These buildings contain street level retail uses with residential
and office uses on the upper floors. This context area has a high level of transit service that can help offset the
need for off-street parking and promote walkability.

The following are generally appropriate form elements in this Context Area:

    A.   Attached buildings
    B.   Medium to large building footprint
    C.   Building at the Right-of-Way
    D.   No side setbacks
    E.   Storefront frontages

2.0 CONTEXT AREA LOCATION                                                                                                Commented [JP3]: Delete map.
See City of Muskegon Zoning Map

3.0 PERMITTED BUILDING TYPES, BUILDING TYPE HEIGHTS, AND BUILDING TYPE LOT SIZES                                         Commented [JP4]: Add table.
4.0 BUILDING SITE PLACEMENT

Refer to Illustration 5.01 for building site placement.                                                                  Commented [JP5]: Add illustration.
    A. Front Build-to-Line (at front street):
           • 0 feet – required build-to-line (no setback is permitted in this Context Area, building facade shall be
               at front property line).
    B. Side Build-to-Line (at side street):
           • 0 feet – required build-to-line (no setback is permitted in this Context Area, building facade shall be
               at side property line).
    C. Side Setback (at non-street locations):
           • 0 feet from side property line.
    D. Rear Setback:
           • 0 feet from rear property line.
    E. Encroachments: Balconies, awnings, canopies, eaves, cornices, and bay windows may project into
       required setbacks, beyond required build-to-zones, or into the public right-of-wayArchitectural elements
       as indicated in Section 2003.02.

5.0 PARKING PLACEMENT

Refer to Illustration 5.02 for on-site parking placement.                                                                Commented [JP6]: Add illustration.
    A. Front Setback:
           • 40 feet minimum from front property line.
    B. Side Setback (from side street):
           • 5 feet minimum from side property line.
                                                            19




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SECTION 2005 CONTEXT AREAS AND USE
   C. Side Setback (from non-street locations):
          • 0 feet from side property line.
   D. Rear Setback:
          • 0 feet from rear property line at non-street locations.
          • 5 feet from rear property line at street locations.
   E. Parking located at side or rear street locations shall be screened from the street as required by Section
      2008.14.
   F. Parking/service areas shall not be accessed from front streets, unless an alley or side street is not
      available for driveway placement. Maximum width of driveway is 20 feet.
   G. Driveway access location:
          • Corner lot: 40 feet minimum from street corner (measured from the right-of-way).
          • Interior lot: within 5 feet of side property line, when alley is not available.

6.0 PERMITTED USES                                                                                                Commented [JP7]: Add updated table.




                                                        20




                                                                                                                                       Page 59 of 216
SECTION 2005 CONTEXT AREAS AND USE
2005.06 MAINSTREET (MS) CONTEXT AREA
1.0 CONTEXT AREA INTENT AND DESCRIPTION                                                                                Commented [JP8]: Add photo and plan drawing.
Intent: To provide a focal point that serves the city’s neighborhoods by accommodating retail, service, and
residential uses in a compact, walkable urban form.

Description: This Context Area is characterized by mixed-use buildings set next to the sidewalk in order to create a
street wall and promote commerce and shopping. These buildings contain primarily street level retail uses,
however, residential and service uses may occur on the ground floor so that the area can mature over time. This
Context Area has a high level of walkability and vibrancy at the street level.

The following are generally appropriate form elements in this Context Area:

    A.   Attached buildings
    B.   Medium to large building footprint
    C.   Building at or near the Right-of-Way
    D.   Small or no side setbacks
    E.   Varied frontages with an emphasis on commercial

2.0 CONTEXT AREA LOCATION                                                                                              Commented [JP9]: Delete map.
See City of Muskegon Zoning Map

3.0 PERMITTED BUILDING TYPES, BUILDING TYPE HEIGHTS, AND BUILDING TYPE LOT SIZES                                       Commented [JP10]: Add table.
4.0 BUILDING SITE PLACEMENT

Refer to Illustration 5.03 for building site placement.                                                                Commented [JP11]: Add illustration.
    A. Front Build-to-Zone (at front street):
           • Required build-to-zone from 0 to 15 feet from front property line.
           • Mixed-Use and Retail Building Types in this Context Area shall have facade placed at front property
               line (required build-to-line at front property line).
    B. Side Build-to-Zone (at side street):
           • Required build-to-zone from 0 to 15 feet from side property line.
           • Mixed-Use and Retail Building Types in this Context Area shall have facade placed at side property
               line (required build-to-line at side property line).
    C. Side Setback (at non-street locations):
           • 0 feet from side property line.
    D. Rear Setback:
           • 0 feet from rear property line.
    E. Encroachments: Balconies, awnings, canopies, eaves, cornices, and bay windows, may project into
       required setbacks, beyond required build-to-zones, or into the public right-of-wayArchitectural elements
       as indicated in Section 2003.02.

5.0 PARKING PLACEMENT

Refer to Illustration 5.04 for on-site parking placement.                                                              Commented [JP12]: Add illustration.
    A. Front Setback:
           • 40 feet minimum from front property line.
    B. Side Setback (from side street):
                                                     21




                                                                                                                                             Page 60 of 216
SECTION 2005 CONTEXT AREAS AND USE
          • 5 feet minimum from side property line.
   C. Side Setback (from non-street locations):
          • 0 feet from side property line.
   D. Rear Setback:
          • 0 feet from rear property line at non-street locations.
          • 5 feet from rear property line at street locations.
   E. Parking located at side or rear street locations shall be screened from the street as required by Section
      2008.14.
   F. Parking/service areas shall not be accessed from front streets, unless an alley or side street is not
      available for driveway placement. Maximum width of driveway is 20 feet.
   G. Driveway access location:
          • Corner lot: 40 feet minimum from street corner (measured from the right-of-way).
          • Interior lot: within 5 feet of side property line, when alley is not available.

6.0 PERMITTED USES                                                                                                Commented [JP13]: Add updated table.




                                                        22




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SECTION 2005 CONTEXT AREAS AND USE
2005.07 MAINSTREET WATERFRONT (MSW) CONTEXT AREA
1.0 CONTEXT AREA INTENT AND DESCRIPTION                                                                            Commented [JP14]: Add photo and plan
                                                                                                                   drawing.
Intent: To provide a waterfront focal point that serves the city’s neighborhoods and the region by accommodating
retail, service, and residential uses in a compact, walkable urban form.

Description: This Context Area is similar to the Mainstreet Context Area and is characterized by mixed-use
buildings set next to the sidewalk in order to create a street wall and promote commerce and shopping. Buildings
in this district are required to have setbacks on the upper floors so that lakeshore views are maintained.

The following are generally appropriate form elements in this Context Area:

    A.   Attached buildings
    B.   Medium to large building footprint
    C.   Building at or near the Right-of-Way
    D.   Small or no side setbacks
    E.   Varied frontages with an emphasis on commercial

2.0 CONTEXT AREA LOCATION                                                                                          Commented [JP15]: Delete map.
See City of Muskegon Zoning Map

3.0 PERMITTED BUILDING TYPES, BUILDING TYPE HEIGHTS, AND BUILDING TYPE LOT SIZES                                   Commented [JP16]: Add table.
4.0 BUILDING SITE PLACEMENT

Refer to Illustration 5.05 for building site placement.                                                            Commented [JP17]: Add illustration.
    A. Front Build-to-Zone (at front street):
           • Required build-to-zone from 0 to 15 feet from front property line.
           • Mixed-Use and Retail Building Types in this Context Area shall have facade placed at front property
               line (required build-to-line at front property line).
           • Front build-to-zone for Mainstreet Waterfront Context Area shall also be applied to any property
               lines or easements that face the waterfront.
    B. Side Build-to-Zone (at side street):
           • Required build-to-zone from 0 to 15 feet from side property line.
           • Mixed-Use and Retail Building Types in this Context Area shall have facade placed at side property
               line (required build-to-line at side property line).
    C. Side Setback (at non-street locations):
           • 0 feet from side property line.
    D. Rear Setback:
           • 0 feet from rear property line.
    E. Encroachments: Balconies, awnings, canopies, eaves, cornices, and bay windows, may project into
       required setbacks, beyond required build-to-zones, or into the public right-of-wayArchitectural elements
       as indicated in Section 2003.02.

5.0 PARKING PLACEMENT

Refer to Illustration 5.06 for on-site parking placement.                                                          Commented [JP18]: Add illustration.
    A. Front Setback:
          • 40 feet minimum from front property line.
                                                    23




                                                                                                                                         Page 62 of 216
SECTION 2005 CONTEXT AREAS AND USE
   B. Side Setback (from side street):
          • 5 feet minimum from side property line.
   C. Side Setback (from non-street locations):
          • 0 feet from side property line.
   D. Rear Setback:
          • 0 feet from rear property line at non-street locations.
          • 5 feet from rear property line at street locations.
   E. Parking located at side or rear street locations shall be screened from the street as required by Section
      2008.14.
   F. Parking/service areas shall not be accessed from front streets, unless an alley or side street is not
      available for driveway placement. Maximum width of driveway is 20 feet.
   G. Driveway access location:
          • Corner lot: 40 feet minimum from street corner (measured from the right-of-way).
          • Interior lot: within 5 feet of side property line, when alley is not available.

6.0 PERMITTED USES                                                                                                  Commented [JP19]: Add updated table.
7.0 CONDITIONIAL PERMITTING OF BUILDING TYPES

Refer to Illustration 5.07 for upper story setbacks that are required for all buildings located in the Mainstreet   Commented [JP20]: Add illustration.
Waterfront Context Area.

    A. Upper stories above the second floor and facing front and side streets are required to be setback from the
       front and side property line 12 feet minimum and 30 feet maximum.
    B. Upper stories above the second floor and facing the waterfront (Waterfront Edge Public Realm in Section
       2007) are required to be setback from the waterfront edge 20 feet minimum and 30 feet maximum.
    C. Balconies that cantilever from the wall surface may encroach into the required setback area.




                                                          24




                                                                                                                                          Page 63 of 216
SECTION 2005 CONTEXT AREAS AND USE
2005.08 NEIGHBORHOOD CORE (NC) CONTEXT AREA
1.0 CONTEXT AREA INTENT AND DESCRIPTION                                                                                Commented [JP21]: Add photo and plan
                                                                                                                       drawing.
Intent: To provide a variety of urban housing, retail, and commercial choices, in medium footprint, medium-
density Building Types, which reinforce the neighborhood’s walkable nature and support neighborhood retail and
service at key intersections.

Description: This Context Area is characterized by a wide variety of building types that can accommodate retail,
service, office, and residential uses. Buildings are typically close to the street and form nodes of activity at key
intersections. This Context Area forms a transitional area between the more intense Context Areas of the Form
Based Code area and the existing, adjacent residential neighborhoods that are adjacent to downtown Muskegon.

The following are generally appropriate form elements in this Context Area:

    A.   Attached and detached buildings
    B.   Medium building footprints
    C.   Varied front setbacks
    D.   Medium to small side setbacks
    E.   Varied frontages

2.0 CONTEXT AREA LOCATION                                                                                              Commented [JP22]: Delete map.
See City of Muskegon Zoning Map

3.0 PERMITTED BUILDING TYPES, BUILDING TYPE HEIGHTS, AND BUILDING TYPE LOT SIZES                                       Commented [JP23]: Add table.
4.0 BUILDING SITE PLACEMENT

Refer to Illustration 5.08 for building site placement.                                                                Commented [JP24]: Add illustration.
    A. Front Build-to-Zone (at front street):
           • Required build-to-zone from 0 to 20 feet from front property line.
           • Mixed-Use and Retail Building Types in this Context Area shall have facade placed at front property
               line (required build-to-line at front property line).
    B. Side Build-to-Zone (at side street):
           • Required build-to-zone from 0 to 20 feet from side property line.
           • Mixed-Use and Retail Building Types in this Context Area shall have facade placed at side property
               line (required build-to-line at side property line).
    C. Side Setback (at non-street locations):
           • 3 feet from side property line.
    D. Rear Setback:
           • 10 feet from rear property line.
    E. Encroachments: Balconies, awnings, canopies, eaves, cornices, and bay windows, may project into
       required setbacks, beyond required build-to-zones, or into the public right-of-wayArchitectural elements
       as indicated in Section 2003.02.

5.0 PARKING PLACEMENT

Refer to Illustration 5.09 for on-site parking placement.                                                              Commented [JP25]: Add illustration.
    A. Front Setback:
          • 40 feet minimum from front property line.
                                                    25




                                                                                                                                             Page 64 of 216
SECTION 2005 CONTEXT AREAS AND USE
   B. Side Setback (from side street):
          • 5 feet minimum from side property line.
   C. Side Setback (from non-street locations):
          • 5 feet from side property line.
   D. Rear Setback:
          • 5 feet from rear property line at non-street locations.
          • 5 feet from rear property line at street locations.
   E. Parking located at side or rear street locations shall be screened from the street as required by Section
      2008.14.
   F. Parking/service areas shall not be accessed from front streets, unless an alley or side street is not
      available for driveway placement. Maximum width of driveway is 20 feet.
   G. Driveway access location:
          • Corner lot: 40 feet minimum from street corner (measured from the right-of-way).
          • Interior lot: within 5 feet of side property line, when alley is not available.

6.0 PERMITTED USES                                                                                                Commented [JP26]: Add updated table.




                                                        26




                                                                                                                                       Page 65 of 216
SECTION 2005 CONTEXT AREAS AND USE
2005.09 NEIGHBORHOOD EDGE (NE) CONTEXT AREA
1.0 CONTEXT AREA INTENT AND DESCRIPTION                                                                                Commented [JP27]: Add photo and plan
                                                                                                                       drawing.
Intent: To provide an urban form that can accommodate a very diverse range of Building Types and uses, in order
to reinforce the pattern of existing diverse walkable neighborhoods and to encourage revitalization and
investment.

Description: This Context Area is characterized by a wide range of residential building types that have a variety of
setback conditions within a compact walkable block structure. Retail and office enterprises may occur in various
locations within the block structure. This Context Area provides a variety of medium and small residential building
types that transition between the existing neighborhoods.

The following are generally appropriate form elements in this Context Area:

    A.   Primarily attached buildings
    B.   Medium to large building footprint
    C.   Varied front setbacks
    D.   Small side setbacks
    E.   Varied frontages

2.0 CONTEXT AREA LOCATION                                                                                              Commented [JP28]: Delete map.
See City of Muskegon Zoning Map

3.0 PERMITTED BUILDING TYPES, BUILDING TYPE HEIGHTS, AND BUILDING TYPE LOT SIZES                                       Commented [JP29]: Add table.
4.0 BUILDING SITE PLACEMENT

Refer to Illustration 5.10 for building site placement.                                                                Commented [JP30]: Add illustration.
    A. Front Build-to-Zone (at front street):
           • Required build-to-zone from 5 to 25 feet from front property line.
           • Mixed-Use and Retail Building Types in this Context Area shall have facade placed at front property
               line (required build-to-line at front property line).
    B. Side Build-to-Zone (at side street):
           • Required build-to-zone from 10 to 25 feet from side property line.
           • Mixed-Use and Retail Building Types in this Context Area shall have facade placed at side property
               line (required build-to-line at side property line).
    C. Side Setback (at non-street locations):
           • 3 feet from side property line.
    D. Rear Setback:
           • 10 feet from rear property line.
    E. Encroachments: Balconies, awnings, canopies, eaves, cornices, and bay windows, may project into
       required setbacks, beyond required build-to-zones, or into the public right-of-wayArchitectural elements
       as indicated in Section 2003.02.

5.0 PARKING PLACEMENT

Refer to Illustration 5.11 for on-site parking placement.                                                              Commented [JP31]: Add updated illustration
                                                                                                                       correcting H to G.
    A. Front Setback:
          • 40 feet minimum from front property line.
                                                    27




                                                                                                                                             Page 66 of 216
SECTION 2005 CONTEXT AREAS AND USE
   B. Side Setback (from side street):
          • 5 feet minimum from side property line.
   C. Side Setback (from non-street locations):
          • 5 feet from side property line.
   D. Rear Setback:
          • 5 feet from rear property line at non-street locations.
          • 5 feet from rear property line at street locations.
   E. Parking located at side or rear street locations shall be screened from the street as required by Section
      2008.14.
   F. Parking/service areas shall not be accessed from front streets, unless an alley or side street is not
      available for driveway placement. Maximum width of driveway is 20 feet.
   G. Driveway access location:
          • Corner lot: 40 feet minimum from street corner (measured from the right-of-way).
          • Interior lot: within 5 feet of side property line, when alley is not available.

6.0 PERMITTED USES                                                                                                Commented [JP32]: Add updated table.




                                                        28




                                                                                                                                       Page 67 of 216
SECTION 2005 CONTEXT AREAS AND USE
2005.10 URBAN RESIDENTIAL (UR) CONTEXT AREA
1.0 CONTEXT AREA INTENT AND DESCRIPTION                                                                                 Commented [JP33]: Add photo and plan
                                                                                                                        drawing.
Intent: To provide a variety of urban housing choices, in small to medium footprint, medium-density Building
Types, which reinforce the neighborhood’s walkable nature and support small locally-owned neighborhood retail,
service, and commercial activity.

Description: This Context Area is characterized by a wide variety of residential buildings types that have a range of
setback conditions within a compact walkable block structure. Small retail enterprises may occur at strategic
corner locations within live/work buildings. This Context Area is typically adjacent to single family residential
districts.

The following are generally appropriate form elements in this Context Area:

    A.   Attached and detached residential buildings
    B.   Medium to small building footprint
    C.   Varied front setbacks
    D.   Medium side setbacks
    E.   Primarily stoops and porch frontages

2.0 CONTEXT AREA LOCATION                                                                                               Commented [JP34]: Delete map.
See City of Muskegon Zoning Map

3.0 PERMITTED BUILDING TYPES, BUILDING TYPE HEIGHTS, AND BUILDING TYPE LOT SIZES                                        Commented [JP35]: Add updated table including
                                                                                                                        change from minimum lot depth to minimum lot
4.0 BUILDING SITE PLACEMENT                                                                                             area.
Refer to Illustration 5.12 for building site placement.                                                                 Commented [JP36]: Add illustration.
    A. Front Build-to-Zone (at front street):
           • Required build-to-zone from 10 to 30 feet from front property line.
           • Live/Work Building Types in this Context Area shall have a required build-to-zone from 5 to 20 feet
               from front property line.
    B. Side Build-to-Zone (at side street):
           • Required build-to-zone from 5 to 25 feet from side property line.
           • Live/Work Building Types in this Context Area shall have a required build-to-zone from 5 to 20 feet
               from side property line.
    C. Side Setback (at non-street locations):
           • 5 feet from side property line.
    D. Rear Setback:
           • 15 feet from rear property line.
    E. Encroachments: Balconies, awnings, canopies, eaves, cornices, and bay windows, may project into
       required setbacks, beyond required build-to-zones, or into the public right-of-wayArchitectural elements
       as indicated in Section 2003.02.

5.0 PARKING PLACEMENT

Refer to Illustration 5.13 for on-site parking placement.                                                               Commented [JP37]: Add updated illustration
                                                                                                                        correcting H to G.
    A. Front Setback:
          • 40 feet minimum from front property line.
                                                    29




                                                                                                                                               Page 68 of 216
SECTION 2005 CONTEXT AREAS AND USE
   B. Side Setback (from side street):
          • 10 feet minimum from side property line.
   C. Side Setback (from non-street locations):
          • 1 foot from side property line.
   D. Rear Setback:
          • 5 feet from rear property line at non-street locations.
          • 10 feet from rear property line at street locations.
   E. Parking located at side or rear street locations shall be screened from the street as required by Section
      2008.14.
   F. Parking/service areas shall not be accessed from front streets, unless an alley or side street is not
      available for driveway placement. Maximum width of driveway is 20 feet.
   G. Driveway access location:
          • Corner lot: 40 feet minimum from street corner (measured from the right-of-way).
          • Interior lot: within 5 feet of side property line, when alley is not available.

6.0 PERMITTED USES                                                                                                Commented [JP38]: Add updated table.




                                                        30




                                                                                                                                       Page 69 of 216
SECTION 2005 CONTEXT AREAS AND USE
2005.1105 LAKESIDE COMMERCIAL (LC) CONTEXT AREA
1.0 CONTEXT AREA INTENT AND DESCRIPTION                                                                                 Commented [JP39]: Add photo and plan drawing.
Intent: To reinforce and enhance the Lakeside Business District and strengthen its ability to thrive as a destination
place for local consumers and tourists that provides service, retail, entertainment, civic and public uses, as well
as a variety of housing choices in a walkable, urban form.

Description: This Context Area is characterized by mixed uses set along sidewalks to help promote walkability and
commerce. The regulations have been created to continue the development pattern of the street wall on the south
side of Lakeshore Drive, and the more detached, farther set back. development type on the north side of
Lakeshore Drive. Maximum building heights have increased from prior regulations, allowing development with
views of Muskegon Lake.

The following are generally appropriate form elements in this Context Area:

   A. Attached buildings on south side of Lakeshore Dr. Attached or detached buildings on north side of
      Lakeshore Dr.
   B. Building at the Right-of-Way south side of Lakeshore Dr. Small setback on the north side of Lakeshore Dr.
   C. Medium to large building footprint
   D. Storefront frontages

2.0 CONTEXT AREA LOCATION                                                                                               Commented [JP40]: Delete map.
See City of Muskegon Zoning Map

3.0 PERMITTED BUILDING TYPES, BUILDING TYPE HEIGHTS, AND BUILDING TYPE LOT SIZES                                        Commented [JP41]: Add table.
4.0 BUILDING SITE PLACEMENT

Refer to Illustration 5.1401 for building site placement.                                                               Commented [JP42]: Add illustration.
   A. Front Build-to-Zone (at front street):
          • Required build-to-zone from 0 to 3 feet from front property line.
   B. Side Build-to-Line/Zone (at side street):
          • 0 feet – required build-to-line on the south side of Lakeshore Drive.
          • 0-10 feet – required build-to-zone on the north side of Lakeshore Drive.
   C. Side Setback (at non-street locations):
          • 0 feet from side property line.
   D. Rear Setback:
          • 0 feet from rear property line.
   E. Encroachments: Balconies, awnings, canopies, eaves, cornices, and bay windows may project into
      required setbacks, beyond required build-to-zones, or into the public right-of-wayArchitectural elements
      as indicated in Section 2003.02.

5.0 PARKING PLACEMENT

Refer to Illustration 5.1502 for on-site parking placement.                                                             Commented [JP43]: Add illustration.
   A. Front Setback:
          • 30 feet minimum from front property line on the south side of Lakeshore Drive.
          • Parking must be located behind front building line on the north side of Lakeshore Drive.
   B. Side Setback (from side street):
                                                    31




                                                                                                                                              Page 70 of 216
SECTION 2005 CONTEXT AREAS AND USE
          • 5 feet minimum from side property line.
   C. Side Setback (from non-street locations):
          • 0 feet from side property line.
   D. Rear Setback:
          • 0 feet from rear property line at non-street locations.
          • 5 feet from rear property line at street locations.
   E. Parking located at side, rear, or front street locations shall be screened from the street as required by
      Section 2008.14.
   F. Parking/service areas:
          • Parking/service areas shall not be accessed from Lakeshore Dr., unless an alley or side street is not
             available for driveway placement. Maximum width of driveway is 20 feet.
          • Additional requirement for North side of Lakeshore Dr.: Parking/service areas shall not be
             accessed from Lakeshore Dr., unless the property has over 100’ of road frontage on Lakeshore Dr.
   G. Driveway access location:
          • Corner lot: 40 feet minimum from street corner (measured from the right-of-way).
          • Interior lot: within 5 feet of side property line, when alley is not available.

6.0 PERMITTED USES                                                                                                  Commented [JP44]: Add updated table.




                                                       32




                                                                                                                                         Page 71 of 216
SECTION 2005 CONTEXT AREAS AND USE
2005.1206 LAKESIDE HEAVY COMMERCIAL (LHC) CONTEXT AREA
1.0 CONTEXT AREA INTENT AND DESCRIPTION                                                                              Commented [JP45]: Add photo and plan drawing.
Intent: To continue the dense retail and mixed-use development pattern of the district, but to also allow for more
intense uses, such as auto repair and research & development. To incorporate these more intense uses
harmoniously within the walkable development pattern.

Description: This Context Area is similar to the Lakeside Commercial Context Area, but also allows for more
intense uses, such as auto repair and research & development. Mixed-use and retail buildings are set adjacent to
the sidewalk, however, garage type frontages are set back farther to allow for vehicle circulation and pedestrian
safety.

The following are generally appropriate form elements in this Context Area:

   A.   Attached or detached buildings on the south side of Lakeshore Dr.
   B.   Buildings at or near the right-of-way
   C.   Medium to large building footprint
   D.   Storefront or garage door frontage option

2.0 CONTEXT AREA LOCATION                                                                                            Commented [JP46]: Delete map.
See City of Muskegon Zoning Map

3.0 PERMITTED BUILDING TYPES, BUILDING TYPE HEIGHTS, AND BUILDING TYPE LOT SIZES                                     Commented [JP47]: Add table.
4.0 BUILDING SITE PLACEMENT

Refer to Illustration 5.1603 for building site placement.                                                            Commented [JP48]: Add illustration.
   A. Front Build-to-Zone (at front street):
          • Required build-to-zone from 0 to 3 feet from front property line.
   B. Side Build-to-Line/Zone (at side street):
          • Required build-to-zone from 0 to 3 feet from side property line.
   C. Side Setback (at non-street locations):
          • 0 feet from side property line.
   D. Rear Setback:
          • 0 feet from rear property line.
   E. Encroachments: Balconies, awnings, canopies, eaves, cornices, and bay windows may project into
      required setbacks, beyond required build-to-zones, or into the public right-of-wayArchitectural elements
      as indicated in Section 2003.02.

5.0 PARKING PLACEMENT

Refer to Illustration 5.1704 for on-site parking placement.                                                          Commented [JP49]: Add illustration.
   A. Front Setback:
          • Parking must be located behind front building line. When garage door frontage option is used,
             parking may be located in front of front building line, though active uses are encouraged along the
             street.
   B. Side Setback (from side street):
          • 3 feet minimum from side property line.
   C. Side Setback (from non-street locations):
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SECTION 2005 CONTEXT AREAS AND USE
          • 0 feet from side property line.
   D. Rear Setback:
          • 0 feet from rear property line at non-street locations.
          • 3 feet from rear property line at street locations.
   E. Parking located at side, rear, or front street locations shall be screened from the street as required by
      Section 2008.14.
   F. Parking/service areas:
          • Parking/service areas shall not be accessed from Lakeshore Dr., unless an alley or side street is not
             available for driveway placement. Maximum width of driveway is 20 feet.
          • Additional requirement for North side of Lakeshore Dr.: Parking/service areas shall not be
             accessed from Lakeshore Dr., unless the property has over 100’ of road frontage on Lakeshore Dr.
   G. Driveway access location:
          • Corner lot: 40 feet minimum from street corner (measured from the right-of-way).
          • Interior lot: within 5 feet of side property line, when alley is not available.

6.0 PERMITTED USES                                                                                                  Commented [JP50]: Add updated table.




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SECTION 2005 CONTEXT AREAS AND USE
2005.1307 LAKESIDE MIXED RESIDENTIAL (LMR) CONTEXT AREA
1.0 CONTEXT AREA INTENT AND DESCRIPTION                                                                               Commented [JP51]: Add photo and plan drawing.
Intent: To allow for the cohesive existence of residential and business uses within the district. This Context Area
allows for residential and small scale commercial uses to be placed alongside each other in a walkable, urban
form.

Description: This Context Area is characterized by the mixture of commercial and residential uses that helps to
promote walkability and commerce. Homes fronting Lakeshore Drive are allowed a third story to take advantage of
lake views.

The following are generally appropriate form elements in this Context Area:

   A. Detached homes/live-work buildings
   B. Small to medium building footprint
   C. Storefront frontages

2.0 CONTEXT AREA LOCATION                                                                                             Commented [JP52]: Delete map.
See City of Muskegon Zoning Map

3.0 PERMITTED BUILDING TYPES, BUILDING TYPE HEIGHTS, AND BUILDING TYPE LOT SIZES                                      Commented [JP53]: Add table.
4.0 BUILDING SITE PLACEMENT

Refer to Illustration 5.1805 for building site placement.                                                             Commented [JP54]: Add illustration.
   A. Front Build-to-Zone (at front street):
          • Required build-to-zone from 5 to 12 feet from front property line.
   B. Side Build-to-Zone (at side street):
          • Required build-to-zone from 0 to 12 feet from side property line.
   C. Side Setback (at non-street locations):
          • 0 feet from side property line.
   D. Rear Setback:
          • 0 feet from rear property line.
   E. Encroachments: Balconies, awnings, canopies, eaves, cornices, and bay windows, may project into
      required setbacks, beyond required build-to-zones, or into the public right-of-wayArchitectural elements
      as indicated in Section 2003.02.

5.0 PARKING PLACEMENT

Refer to Illustration 5.1906 for on-site parking placement.                                                           Commented [JP55]: Add illustration.
   A. Front Setback:
          • 40 feet minimum from front property line.
   B. Side Setback (from side street):
          • 5 feet minimum from side property line.
   C. Side Setback (from non-street locations):
          • 0 feet from side property line.
   D. Rear Setback:
          • 0 feet from rear property line at non-street locations.
          • 5 feet from rear property line at street locations.
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SECTION 2005 CONTEXT AREAS AND USE
   E. Parking located at side or rear street locations shall be screened from the street as required by Section
      2008.14.
   F. Parking/service areas shall not be accessed from front streets, unless an alley or side street is not
      available for driveway placement. Maximum width of driveway is 20 feet.
   G. Driveway access location:
          • Corner lot: 40 feet minimum from street corner (measured from the right-of-way).
          • Interior lot: within 5 feet of side property line, when alley is not available.

6.0 PERMITTED USES                                                                                                Commented [JP56]: Add updated table.




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SECTION 2005 CONTEXT AREAS AND USE
2005.1408 LAKESIDE RESIDENTIAL (LR) CONTEXT AREA
1.0 CONTEXT AREA INTENT AND DESCRIPTION                                                                                Commented [JP57]: Add photo and plan drawing.
Intent: To provide a variety of urban housing choices, in small to medium footprint, medium-density Building
Types, which reinforce the neighborhood’s walkable nature.

Description: This Context Area is characterized by a wide variety of residential building types that have a range of
setback conditions within a compact walkable block structure. This Context Area is typically adjacent to single
family residential districts.

The following are generally appropriate form elements in this Context Area:

   A.   Attached and detached residential buildings
   B.   Medium to small building footprint
   C.   Varied front setbacks
   D.   Medium side setbacks
   E.   Primarily stoops and porch frontages

2.0 CONTEXT AREA LOCATION                                                                                              Commented [JP58]: Delete map.
See City of Muskegon Zoning Map

3.0 PERMITTED BUILDING TYPES, BUILDING TYPE HEIGHTS, AND BUILDING TYPE LOT SIZES                                       Commented [JP59]: Add table.
4.0 BUILDING SITE PLACEMENT

Refer to Illustration 5.2012 for building site placement.                                                              Commented [JP60]: Add illustration.
   A. Front Build-to-Zone (at front street):
          • Required build-to-zone from 5 to 20 feet from front property line.
   B. Side Build-to-Zone (at side street):
          • Required build-to-zone from 5 to 25 feet from side property line.
   C. Side Setback (at non-street locations):
          • 5 feet from side property line.
   D. Rear Setback:
          • 15 feet from rear property line.
   E. Encroachments: Balconies, awnings, canopies, eaves, cornices, and bay windows, may project into
      required setbacks, beyond required build-to-zones, or into the public right-of-wayArchitectural elements
      as indicated in Section 2003.02.

5.0 PARKING PLACEMENT

Refer to Illustration 5.2113 for on-site parking placement.                                                            Commented [JP61]: Add illustration.
   A. Front Setback:
          • 40 feet minimum from front property line.
   B. Side Setback (from side street):
          • 10 feet minimum from side property line.
   C. Side Setback (from non-street locations):
          • 1 foot from side property line.
   D. Rear Setback:
          • 5 feet from rear property line at non-street locations.
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SECTION 2005 CONTEXT AREAS AND USE
          • 10 feet from rear property line at street locations.
   E. Parking located at side or rear street locations shall be screened from the street as required by Section
      2008.14.
   F. Parking/service areas shall not be accessed from front streets, unless an alley or side street is not
      available for driveway placement. Maximum width of driveway is 20 feet.
   G. Driveway access location:
          • Corner lot: 40 feet minimum from street corner (measured from the right-of-way).
          • Interior lot: within 5 feet of side property line, when alley is not available.

6.0 PERMITTED USES                                                                                                Commented [JP62]: Add updated table.




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SECTION 2006 BUILDING TYPE STANDARDS

SECTION 2006 BUILDING TYPE STANDARDS

2006.00 PURPOSE
Section 2006 identifies particular Building Types that are permitted within various Context Areas and provides
design standards for each type to ensure that proposed development is consistent with the City of Muskegon
Master Plans’ vision and goals for downtown character and building form.

2006.01 APPLICABILITY
Each proposed building shall be designed in compliance with the standards of this Section for the applicable
Building Type.

2006.02 BUILDING TYPES BY CONTEXT AREA
Property may be developed only with the Building Types permitted by this Section in the Context Area applicable to
each lot.

   A. Refer to Building Type Overview (subsection 2006.06) in this SectionTable 2005.04 to determine the
      specific Building Types that are permitted in each of the Context Areas.

2006.03 CONTENTS OF THIS SECTION
The following Building Types are specified in this Section:

   A.   Mixed-Use Building Type
   B.   Retail Building Type
   C.   Flex Building Type
   D.   Cottage Retail Building Type
   E.   Live/Work Building Type
   F.   Large Multi-plex Building Type
   G.   Small Multi-plex Building Type
   H.   Rowhouse Building Type
   I.   Duplex Building Type
   J.   Detached House Building Type
   K.   Carriage House Building Type
   L.   Civic Building Type

2006.04 HOW TO USE THIS SECTION[RESERVED]
Refer to sample pages on this sheet for references of how to use each Building Type Standard. These pages are
representative of the layout for each Building Type contained in this Section.

   A. Building Type Description: This subsection serves as an introduction to the Building Type, including
      pictorial references of emblematic examples and a general Building Type description.
   B. Precedent of Building Type: This subsection provides precedent examples of the building type in context.
      Whenever possible, local examples are included in this reference. Precedent Building Types are included
      as examples and inspiration to give a better understanding of the intent of the Building Type.
   C. Building Size and Massing: This subsection provides the requirements for building width at front and side
      streets, percentage of building wall at property line, building depth, and maximum site coverage. These
      requirements are conveyed in illustration and text for convenience. The intent of this subsection is to
      maintain character and enclosure along the Public Realm while ensuring that the building’s size and mass
      is appropriate to the context.
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SECTION 2006 BUILDING TYPE STANDARDS
   D. Ground Floor Activation and Access: This subsection provides the quantity and minimum intervals
      (spacing) for building entrances. These requirements are conveyed in illustration and text for convenience.
      The intent of this subsection is to ensure that the building and its entrances create an active and visible
      presence on the street and sidewalk by providing front and side doors for access.
   E. Number of Units: This subsection provides the minimum and/or maximum number of units that the
      Building Type may accommodate.
   F. Use: Uses are regulated by the Context Area in Section 2005. This subsection is a reminder that use
      requirements are referenced in that section.
   G. Facade Composition Requirements: This subsection indicates the required facade composition
      specifications for Building Type, including upper floor(s) transparency, proportion, window orientation,
      vertical articulation, and roof type.
   H. Building Type Story Height: This subsection indicates the required minimum dimensions for each floor of
      the specific Building Type, measured from floor to ceiling. The actual number of stories for buildings is
      regulated by Context Area (Section 2005).
   I. Building Type Frontage Options: Each Building Type has specific frontage options that may be chosen as
      part of the overall composition and street frontage of the building. Frontages are applied to the ground
      level of the Building Type where it abuts a front and side street, civic space, or public right-of-way. One
      frontage is required to be used for each building that is constructed (in instances of the Flex and Live/Work
      Building Types, multiple frontages may be chosen for one building). Frontages provide guidelines for
      transparency, architecture, and composition that enable the building to engage and define the Public
      Realm. The table in this section illustrates what frontages are appropriate for each Building Type within
      each Context Area.

The following two pages are examples of frontage pages for the Storefront Frontage, one of ten different frontage
options that are available for the various Building Types.

These pages will immediately follow each of the Building Type pages that have been described above and provide
the applicable frontage choices for that Building Type.

   J. Frontage Description: This paragraph describes the intent of the frontage and provides an image of a
      precedent example of the frontage, applied to the Building Type that it is associated with. This image will
      change throughout Section 2006, depending on the Building Type subsection that the frontage is described
      in.
   K. Frontage Location Requirements: This subsection provides requirements of the frontage location relative
      the build-to-line, build-to-zone, or setback. These site placement requirements are defined in Section
      2005, Context Areas. This subsection also provides the requirements for landscaping or paving of the
      ground area adjacent to the frontage.
   L. Frontage Composition Requirements: This subsection provides the requirements for the composition of
      the frontage, including transparency, proportion, scale, vertical articulation, entry and details.

2006.05 STANDARDS FOR ALL BUILDING TYPES
The following standards apply to all Building Types:

   A. Front Street Building Wall: Front street facades of buildings represent the building front and are located at
      the public right-of-way lines along the street, public path, or civic space of address for the building.
   B. Side Street Building Wall: Side street walls of buildings represent the building sides that are located at the
      public right-of-way lines along all streets, public paths, or civic spaces that are not the street of address for
      the building. The side street build-to-line, build-to-zone, or setback for side streets shall apply to all

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SECTION 2006 BUILDING TYPE STANDARDS
      situations where side streets, public paths, or civic spaces occur at more than one side of a building (due
      to a parcel that is bound on more than two sides by right-of-way lines).
   C. Front Street Transparency Requirements at First Story: Each Building Type’s first story transparency at the
      front street is per the frontage requirements for that Building Type. Side Street walls are required to have
      one (1) of the following standards:
          1. Transparency that is the same as what is required by the upper stories for the Building Type.
          2. Transparency that is the same as the frontage that has been applied to the front street.
   D. Percentage of Building Width at Street: Each Building Type indicates a building width percentage
      requirement along the front street. This percentage is the amount of a lot line adjoining the public right-of-
      way that is occupied by the front facade of the principal building. The front facade shall be parallel to the
      right-of-way, located in accordance with the required build-to-lines, build-to-zones, or setbacks.
   E. Frontages: Frontages define architecture and design components for the entrance(s) to the building and
      the area between the facade and the front and/or side street. Each Building Type identifies the appropriate
      frontage choices. The use of one of the frontages identified for the Building Type is required.
   F. Maximum Site Coverage: The maximum site coverage applies to all buildings on a lot, including accessory
      buildings.
   G. Building Height: Buildings shall comply with the overall maximum height regulations (as measured in
      number of stories) that are established by Context Area. Each Building Type has story height requirements
      (measured in feet and inches) requirements.
   H. Side Yard Walls: Each building shall have separate walls to support all loads independently of any walls
      located on an adjacent lot. Buildings with side-facing windows shall provide necessary light and air shafts
      within their own lot, without relying on the side yard of the adjacent lot.
   I. Off-Street Parking Requirements and Standards: Permitted Pparking requirements for each Building Type
      are is based on use and Context Area. Refer to Section 2008 for Off-Street Pparking requirements and
      sStandards.
   J. Sign Standards: Sign sizes and quantities for each Building Type are based on Context Area. Refer to
      Section 2009 for Sign Standards.

2006.06 BUILDING TYPE OVERVIEW[RESERVED]
Building types for the Muskegon Form Based Code are summarized as follows:

MIXED USE BUILDING TYPE

This Building Type is a medium- to large-sized typically attached structure. It is intended to provide a vertical mix of
uses with ground floor retail or service uses and upper floor service or residential uses. This Type makes up the
primary component of a main street and downtown, and is a Building Type that can provide street vibrancy and
enhanced walkability.

FRONTAGE OPTIONS: Storefront, Balcony, Terrace, Forecourt, Drive-through

RETAIL BUILDING TYPE

This Building Type is a medium- to large-sized typically attached structure. It is intended to provide a single story
building with ground floor retail or service uses. This Type makes up the secondary component of a main street
and is a Building Type that can provide street vibrancy and enhanced walkability.

FRONTAGE OPTIONS: Storefront, Terrace, Drive-through

FLEX BUILDING TYPE

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SECTION 2006 BUILDING TYPE STANDARDS
This Building Type is a medium- to large-sized attached or detached structure, typically built on a large lot. It can
be used to provide a vertical mix of uses with ground floor industrial, service, retail, or residential uses; or it may be
a single-use building. This Type is a primary component in a variety of urban context areas that provide a mix of
Building Types.

FRONTAGE OPTIONS: Storefront, Terrace, Forecourt, Dooryard

COTTAGE RETAIL BUILDING TYPE

This Building Type is a small- to medium-sized detached structure. It is intended to provide retail or service uses at
the ground floor. This Type will typically have a residential mass, scale, and composition that allows it to integrate
into adjacent residential areas.

FRONTAGE OPTIONS: Storefront, Dooryard, Stoop

LIVE/WORK BUILDING TYPE

This Building Type is a small- to medium-sized attached structure that consists of one dwelling unit above and/or
behind a flexible ground floor space that can be used for residential, service, or retail uses. Both the ground floor
space and the dwelling unit are owned by one entity. This Type is especially appropriate for incubating retail and
service uses and allowing neighborhood retail to expand as the market demands.

FRONTAGE OPTIONS: Storefront, Dooryard, Lightwell, Stoop

LARGE MULTI-PLEX BUILDING TYPE

This Building Type is a medium- to large-sized structure that consists of 7 or more side-by-side and/or stacked
dwelling units, typically with one shared entry. This Type is appropriately scaled to fit in medium-density
neighborhoods and enables well-designed higher densities. It is an essential Building Type for providing a broad
choice of housing types and promoting walkability.

FRONTAGE OPTIONS: Forecourt, Dooryard, Stoop, Projecting Porch

SMALL MULTI-PLEX BUILDING TYPE

This Building Type is a medium-sized structure that consists of 3 to 6 side-by-side and/or stacked dwelling units,
typically with one shared entry or individual entries along the front. This Type has the appearance of a large single-
family house and is appropriately scaled to fit in single family neighborhoods. This Type enables well-designed
higher densities. It is an essential Building Type for providing a broad choice of housing types and promoting
walkability.

FRONTAGE OPTIONS: Stoop, Projecting Porch, Engaged Porch

ROWHOUSE BUILDING TYPE

This Building Type is a small- to medium-sized attached structure that consists of 2 to 8 rowhouses placed side-
by-side. This Type is typically located within medium-density neighborhoods or in a location that transitions from
single-family to mixed-use. This Type enables well-designed higher densities. It is an essential Building Type for
providing a broad choice of housing types and promoting walkability.

FRONTAGE OPTIONS: Lightwell, Stoop, Projecting Porch

DUPLEX BUILDING TYPE


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SECTION 2006 BUILDING TYPE STANDARDS
This Building Type is a small- to medium-sized detached structure that consists of two side-by-side or stacked
dwelling units, both facing the street and within a single building massing. This Type has the appearance of a
medium-sized single-family house and is appropriately scaled to fit in single family neighborhoods. This Type
enables well-designed higher densities. It is an essential Building Type for providing a broad choice of housing
types.

FRONTAGE OPTIONS: Stoop, Projecting Porch, Engaged Porch

DETACHED HOUSE BUILDING TYPE

This Building Type is a small- to medium-sized detached structure that incorporates one dwelling unit. It is
typically located within a primarily single-family neighborhood in a walkable urban setting. This Type enables well-
designed higher densities. It is an essential Building Type for providing a broad choice of housing types.

FRONTAGE OPTIONS: Stoop, Projecting Porch, Engaged Porch

CARRIAGE HOUSE BUILDING TYPE

This Building Type is an accessory structure typically located at the rear of a lot. It typically provides either a small
residential unit or home office space above the first floor garage. This Type is important for providing affordable
housing choices that are integrated into diverse neighborhoods. This Type shall only be used in conjunction with
the Detached House, Duplex, Rowhouse, or Live/Work Building Types.

FRONTAGE OPTIONS: Not applicable to this Building Type

CIVIC BUILDING TYPE

This Building Type is a small-, medium- or large-sized detached structure that incorporates uses of special public
importance including, but not limited to municipal buildings, churches, libraries and schools. Civic Buildings
typically have less form regulations than other Building Types because their prominence within the community
requires more iconic and distinctive form.

FRONTAGE OPTIONS: Not applicable to this Building Type

2006.07 SUMMARY OF BUILDING TYPES PERMITTED IN EACH CONTEXT AREA[RESERVED]




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2006.08 MIXED-USE BUILDING TYPE
1.0 BUILDING TYPE DESCRIPTION

This The Mixed-Use Building Type is a medium- to large-sized typically attached structure. It is intended to provide
a vertical mix of uses with ground floor retail or service uses and upper floor service or residential uses. This Type
makes up the primary component of a main street and downtown, and is a Building Type that can provide street
vibrancy and enhanced walkability.

2.0 PRECEDENT OF MIXED-USE BUILDING TYPE                                                                                 Commented [JP63]: Add images.
The following images represent precedent examples of the Mixed-Use Building Type. They are intended as
examples only and should be used for inspiration in the creation of this Building Type for projects within the
Muskegon Form Based Code area.

3.0 BUILDING SIZE AND MASSING

Refer to Illustration 6.01 for Building Type size and massing graphic representation.                                    Commented [JP64]: Add illustration.
   A. Building width at front street: 150 feet maximum
   B. Building width at front street shall be built to a minimum of 90% of the overall width of the front street
      property line.
   C. Building width at side street: 100 feet maximum
   D. Building depth: 20 feet minimum
   E. Maximum site coverage: 100%

4.0 GROUND FLOOR ACTIVATION AND PEDESTRIAN ACCESS

Refer to Illustration 6.02 for Building Type ground floor activation and pedestrian access graphic representation.       Commented [JP65]: Add illustration.
   A. Entrances to ground floor unit(s) are required at the front street and shall be directly accessed from and
      face the front street.
   B. Entrances to ground floor unit(s) shall occur at intervals of not greater than 75 feet along the front street.
   C. Entrances to ground floor unit(s) at the side street (if provided) shall be directly accessed from and face the
      side street.
   D. Upper floor units shall be accessed by a common entry along the front or side street.
   E. Optional angled building corner with required entry door. Maximum length of angled wall shall be 8 feet.

5.0 NUMBER OF UNITS

Number of units per Building Type:

   A. Required total of 2 units minimum (1 unit at street level and 1 unit on upper level).

6.0 USE

Building Type use:

   A. Uses are regulated by Context Area. Refer to Section 2005 for permitted uses in each Context Area.

7.0 FACADE COMPOSITION REQUIREMENTS

Refer to Illustration 6.03 for Building Type facade composition requirements.                                            Commented [JP66]: Add updated illustration
                                                                                                                         removing C, D, and F.
   A. Building shall have a flat roof with parapet.

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SECTION 2006 BUILDING TYPE STANDARDS
   B. Building shall have a cornice expression line at roofline.
   C. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of cornice expression line.
   D. Transparency Street/Sidewalk Level: Refer to Building Frontage options for transparency requirements at
      the street and sidewalk level.
   E.C.       Upper windows shall be square or vertically proportioned with clear glass. Refer to definitions in
      Division 11 for clear glass requirements.
   F. Building shall have an 18” to 32” pilaster or wall surface every 20 to 40 feet along building facades facing
      streets. Pilasters shall extend vertically from grade to cornice expression line.

8.0 BUILDING TYPE STORY HEIGHT

Refer to Illustration 6.04 for Building Type story height requirements.                                                   Commented [JP67]: Add illustration.
   A.   Ground floor ceiling shall be 14 feet minimum.
   B.   Upper floor ceilings shall be 8-14 feet minimum.
   C.   Overall height of Building Type is regulated by Context Area, refer to Section 2005.
   D.   Height of parapet wall shall be between 12” minimum and 4 feet maximum, measured from roof line.

9.0 BUILDING TYPE FRONTAGE OPTIONS                                                                                        Commented [JP68]: Add updated table including
                                                                                                                          Lakeside Context Areas.
The Mixed-Use Building Type is required to have 1 of the following 5 frontage configurations applied to the ground
level floor where it abuts front and side streets, civic space, and/or public rights-of-way.

Frontage options for the Mixed-Use Building Type are provided in the table below and described on the following
pages of this subsection.

9.01 BUILDING TYPE FRONTAGE OPTION 1: STOREFRONT

Description: The Storefront Frontage Type is applied to the ground level floor of a Building Type along the front and
side streets. It is typically associated with retail and mixed-use buildings. The storefront shall be designed in a way
that promotes an attractive and convenient shopping experience and a transparent wall along the sidewalk.
Storefronts are at grade with the sidewalk and are sometimes shaded by awnings.

Storefront Location Requirements: Refer to Illustration 6.05 for frontage location graphic reference.                     Commented [JP69]: Add illustration.
   A. The building facade(s) are required to be placed at a build-to-line as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way per the requirements of the encroachment section in Section 2003.02.

Storefront Composition Requirements: Refer to Illustration 6.06 for frontage composition graphic reference.               Commented [JP70]: Add updated illustration
                                                                                                                          removing J.
   A. Storefronts shall extend across eighty (80) percent of the overall length of the first story and shall be
      interrupted by the required pilasters referenced in item J. on this page.
   B. Optional transom window may extend over entry recess (as depicted) or follow entry recess.
   C. Required entry door shall have fifty (50) percent minimum transparency.
   D. When the facade wall of the building is set back less than three (3) feet from the sidewalk, Eentry door is
      required to be recessed three (3) feet to eight (8) feet from the facade wall of the building. The angled wall
      (the wall that connects the storefront to the door) in the recess area shall match the main storefront
      window.
   E. Entry door is required to be at adjacent sidewalk grade.
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SECTION 2006 BUILDING TYPE STANDARDS
   F. Required 30” to 42” sign band or horizontal expression line above storefront window or transom. Sign band
        or horizontal expression line shall extend the entire width of the storefront but may be interrupted by the
        required pilasters referenced in item J. on this page.
   G. Storefront window glass shall be eight (8) feet high minimum, measured from the adjacent grade.
   H. Transparency: Storefront frontage shall have 60% to 80% of the facade be windows between the top of the
        storefront base and bottom of sign band (or horizontal expression line). Entry door transparency shall be
        included as part of the required transparency calculation.
   I. Required 18” to 30” high storefront base.
   J. Required 18” to 32” wide pilaster or wall surface spaced as indicated by Building Type. Pilaster or wall
        surface shall extend the full height of the storefront frontage, by may be interrupted by the sign band or
        horizontal expression line.
   K.J. Transparency Upper Stories: Refer Building facades facing streets shall have 10% to 50% of the facade be
        windows between the finish floor line of the second story and bottom of cornice expression line.to Building
        Type for transparency requirements of upper stories.
   L.K.         The storefront frontage may have an angled corner entry as permitted by the specific Building Type.
        The angled corner entry shall meet the transparency requirements of the storefront frontage and have an
        entry door.
   M.L.         Storefront windows may be replaced with overhead doors. Overhead doors that replace storefront
        windows are required to that meet the transparency requirements in item H. Refer to Image 6.05.                    Commented [JP71]: Remove Image 6.05.
9.02 BUILDING TYPE FRONTAGE OPTION 2: BALCONY

Description: The Balcony Frontage Type contains a recessed balcony that is applied to the upper level floor of a
Building Type along the front street and a storefront that is applied to the ground level floor of a Building Type along
the front and side streets. It is always associated with mixed-use buildings. The balcony-storefront frontage shall
be designed to include an open-air space that is recessed into the building mass on the upper level(s) and a
storefront that is designed to promote an attractive, convenient shopping experience and transparent wall along
the sidewalk.

Balcony Location Requirements: Refer to Illustration 6.07 for frontage location graphic reference.                         Commented [JP72]: Add illustration.
    A. The building facade(s) are required to be placed at a build-to-line as required by the building site
       placement requirements in the Context Area section. Refer to Section 2005.
    B. Required upper story balcony shall be located within the mass of the building.
    C. Face of balcony shall align with facade of the building.
    D. Storefront is required at the ground level floor.
    E. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
       extend into the public right-of-way per the requirements of the encroachment section in Section 2003.02.

Balcony Composition Requirements: Refer to Illustration 6.08 for frontage composition graphic reference.                   Commented [JP73]: Add updated illustration
                                                                                                                           removing J and M.
    A. Storefronts shall extend across eighty (80) percent of the overall length of the first story and shall be
       interrupted by the required pilasters referenced in item J. on this page.
    B. Optional transom window may extend over entry recess (as depicted) or follow entry recess.
    C. Required entry door shall have fifty (50) percent minimum transparency.
    D. When the facade wall of the building is set back less than three (3) feet from the sidewalk, Eentry door is
       required to be recessed three (3) feet to eight (8) feet from the facade wall of the building. The angled wall
       (the wall that connects the storefront to the door) in the recess area shall match the main storefront
       window.

                                                          46




                                                                                                                                                 Page 85 of 216
SECTION 2006 BUILDING TYPE STANDARDS
   E. Entry door is required to be at adjacent sidewalk grade.
   F. Required 30” to 42” sign band or horizontal expression line above storefront window or transom. Sign band
        or horizontal expression line shall extend the entire width of the storefront but may be interrupted by the
        required pilasters referenced in item J. on this page.
   G. Storefront window glass shall be eight (8) feet high minimum, measured from the adjacent grade.
   H. Transparency: Storefront frontage shall have 60% to 80% of the facade be windows between the top of the
        storefront base and bottom of sign band (or horizontal expression line). Entry door transparency shall be
        included as part of the required transparency calculation.
   I. Required 18” to 30” high storefront base.
   J. Required 18” to 32” wide pilaster or wall surface spaced as indicated by Building Type. Pilaster or wall
        surface shall extend the full height of the storefront frontage, by may be interrupted by the sign band or
        horizontal expression line.
   K.J. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
        windows between the finish floor line of the second story and bottom of cornice expression lineRefer to
        Building Type for transparency requirements of upper stories.
   L.K.         Required recessed open-air balcony located within the mass of the building.
   M.L.         Required balcony columns spaced to match pilaster or wall surface of building (item J. above).
   N.M.         Building roof and/or parapet wall at balcony shall extend over balcony and align with building
        facade.
   O.N.         Required guardrail or knee wall shall align with building facade.
   P.O.         Storefront windows may be replaced with overhead doors. Overhead doors that replace storefront
        windows are required to that meet the transparency requirements in item H. Refer to Image 6.07.                    Commented [JP74]: Remove Image 6.07.
9.03 BUILDING TYPE FRONTAGE OPTION 3: TERRACE

Description: In a Terrace Frontage Type, the facade of the building that faces the front street is set back from the
right-of-way line to accommodate an elevated terrace. The terrace provides circulation along the facade. This
Frontage Type can be used to provide at-grade access while accommodating a grade change. Frequent steps up to
the terrace are necessary to avoid dead walls and maximize access. This frontage may also be used in historic
industrial areas to mimic historic loading docks.

Terrace Location Requirements: Refer to Illustration 6.09 for frontage location graphic reference.                         Commented [JP75]: Add updated illustration
                                                                                                                           removing C and D.
   A. The terrace frontage is required to be placed at a build-to-line as required by the building site placement
      requirements in the Context Area section. Refer to Section 2005.
   B. Building facades with the terrace frontage are exempt from the requirement of being placed at the build-to-
      line at the front property line. The leading edge of the terrace is required to be placed at the build-to-line, or
      as close as possible to the build-to-line in instances where conditions required in item EC. on this page
      cannot be met with the terrace at build-to-line.
   C. Terrace frontages are not permitted on side streets.
   D. Terrace frontages shall not be permitted on more than 50% of the buildings on one block face.
   E.C.        Terrace placement shall provide a minimum of 10 feet for sidewalk, and pedestrian access, and
      sidewalk furnishing zone between terrace edge and line of curb. Clear pedestrian access shall be
      maintained at 5 feet minimum.
   F.D.        Low walls of the terrace that are designed for seating are encouraged.
   G.E.        Steps to access terrace shall occur at intervals of not greater than 50 feet. Steps may extend into
      the public right-of-way when the requirements of item EC. are met.
   H.F.        Terrace depth shall be 5 feet minimum.

                                                          47




                                                                                                                                                 Page 86 of 216
SECTION 2006 BUILDING TYPE STANDARDS
   I.G. Terrace finish level above sidewalk shall be 42 inches maximum.
   J.H.Maximum length of terrace shall be 150 feet.
   K.I. Storefront is required at the ground level floor.

Terrace Composition Requirements: Refer to Illustration 6.10 for frontage composition graphic reference.                 Commented [JP76]: Add updated illustration
                                                                                                                         removing J.
   A. Storefronts shall extend across eighty (80) percent of the overall length of the first story and shall be
        interrupted by the required pilasters referenced in item J. on this page.
   B. Optional transom window may extend over entry recess (as depicted) or follow entry recess.
   C. Required entry door shall have fifty (50) percent minimum transparency.
   D. When the facade wall of the building is set back less than three (3) feet from the sidewalk, Eentry door is
        required to be recessed three (3) feet to eight (8) feet from the facade wall of the building. The angled wall
        (the wall that connects the storefront to the door) in the recess area shall match the main storefront
        window.
   E. Entry door is required to be at adjacent terrace grade.
   F. Required 30” to 42” sign band or horizontal expression line above storefront window or transom. Sign band
        or horizontal expression line shall extend the entire width of the storefront but may be interrupted by the
        required pilasters referenced in item J. on this page.
   G. Storefront window glass shall be eight (8) feet high minimum, measured from the adjacent grade of
        terrace.
   H. Transparency: Storefront frontage shall have 60% to 80% of the facade be windows between the top of the
        storefront base and bottom of sign band (or horizontal expression line). Entry door transparency shall be
        included as part of the required transparency calculation.
   I. Required 18” to 30” high storefront base.
   J. Required 18” to 32” wide pilaster or wall surface spaced as indicated by Building Type. Pilaster or wall
        surface shall extend the full height of the storefront frontage, by may be interrupted by the sign band or
        horizontal expression line.
   K.J. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
        windows between the finish floor line of the second story and bottom of cornice expression lineRefer to
        Building Type for transparency requirements of upper stories.
   L.K.         Storefront windows may be replaced with overhead doors . Overhead doors that replace storefront
        windows are required to that meet the transparency requirements in item H. Refer to Image 6.09.                  Commented [JP77]: Remove Image 6.09.
   M.L.         Conditionally Permitting of Frontage: Terrace Frontage is permitted to be used on this Building Type
        only when adjacent sidewalk and Public Realm conditions present slopes that prevent consistent at-grade
        access.

9.04 BUILDING TYPE FRONTAGE OPTION 4: FORECOURT

Description: In a Forecourt Frontage Type, the facade of the building that faces the front street is at or near the
right-of-way line and a small percentagesection of the facade is set back, creating a small courtyard space. In a
storefront forecourt the courtyard space shall be used as an additional shopping space or restaurant seating area.
The courtyard area is not covered and extends the entire height of the building.

Forecourt Location Requirements: Refer to Illustration 6.11 for frontage location graphic reference.                     Commented [JP78]: Add illustration.
   A. A minimum of 30% of the building facade of the forecourt frontage is required to be placed at a build-to-
      line as required by the building site placement requirements in the Context Area section. Refer to Section
      2005.
   B. Required courtyard shall have a width that isof twelve (12) feet minimum.

                                                         48




                                                                                                                                               Page 87 of 216
SECTION 2006 BUILDING TYPE STANDARDS
   C. Required courtyard shall have a depth of twelve (12) feet minimum.
   D. Courtyard shall not exceed 1,200 square feet in area and shall be paved. Landscape islands may be used
      within the space, but may not cover more than 40% of the courtyard’s ground area (refer to Image 6.10 on           Commented [JP79]: Add image.
      this page).
   E. Storefront is required at the ground level floor on all sides of courtyard and on building facades facing
      streets, civic space, and rights-of-way.
   F. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way per the requirements of the encroachment section in Section 2003.02.

Forecourt Composition Requirements: Refer to Illustration 6.12 for frontage composition graphic reference for            Commented [JP80]: Add updated illustration
building walls that face the courtyard and building walls that face the front and side streets.                          removing J.

   A. Storefronts shall extend across eighty (80) percent of the overall length of the first story and shall be
        interrupted by the required pilasters referenced in item J. on this page.
   B. Optional transom window may extend over entry recess (as depicted) or follow entry recess.
   C. Required entry door shall have fifty (50) percent minimum transparency.
   D. When the facade wall of the building is set back less than three (3) feet from the sidewalk, Eentry door is
        required to be recessed three (3) feet to eight (8) feet from the facade wall of the building. The angled wall
        (the wall that connects the storefront to the door) in the recess area shall match the main storefront
        window.
   E. Entry door is required to be at adjacent sidewalk grade.
   F. Required 30” to 42” sign band or horizontal expression line above storefront window or transom. Sign band
        or horizontal expression line shall extend the entire width of the storefront but may be interrupted by the
        required pilasters referenced in item J. on this page.
   G. Storefront window glass shall be eight (8) feet high minimum, measured from the adjacent grade.
   H. Transparency: Storefront frontage shall have 60% to 80% of the facade be windows between the top of the
        storefront base and bottom of sign band (or horizontal expression line). Entry door transparency shall be
        included as part of the required transparency calculation.
   I. Required 18” to 30” high storefront base.
   J. Required 18” to 32” wide pilaster or wall surface spaced as indicated by Building Type. Pilaster or wall
        surface shall extend the full height of the storefront frontage, by may be interrupted by the sign band or
        horizontal expression line.
   K.J. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
        windows between the finish floor line of the second story and bottom of cornice expression lineRefer to
        Building Type for transparency requirements of upper stories.
   L.K.         Storefront windows may be replaced with overhead doors. Overhead doors that replace storefront
        windows are required to that meet the transparency requirements in item H. Refer to Image 6.11.                  Commented [JP81]: Remove Image 6.11.
9.05 BUILDING TYPE FRONTAGE OPTION 5: DRIVE-THROUGH

Description: The Drive-through Frontage is identical to the Storefront Frontage, however it includes an automobile
drive-through at the rear or non-street facing sides. The drive-through may include a covered structure at the
service window location. This structure is designed to be a secondary element to the building and is consistent
with the massing, scale, and design of the building. This frontage is typically associated with retail and mixed-use
buildings and includes a storefront that is designed in a way that promotes an attractive and convenient shopping
experience.

Drive-Through Composition Requirements: Refer to Illustration 6.13 for frontage composition graphic reference.           Commented [JP82]: Add updated illustration
                                                                                                                         removing J.
                                                         49




                                                                                                                                               Page 88 of 216
SECTION 2006 BUILDING TYPE STANDARDS
   A. Storefronts shall extend across eighty (80) percent of the overall length of the first story and shall be
        interrupted by the required pilasters referenced in item J. on this page.
   B. Optional transom window may extend over entry recess (as depicted) or follow entry recess.
   C. Required entry door shall have fifty (50) percent minimum transparency.
   D. When the facade wall of the building is set back less than three (3) feet from the sidewalk, Eentry door is
        required to be recessed three (3) feet to eight (8) feet from the facade wall of the building. The angled wall
        (the wall that connects the storefront to the door) in the recess area shall match the main storefront
        window.
   E. Entry door is required to be at adjacent sidewalk grade.
   F. Required 30” to 42” sign band or horizontal expression line above storefront window or transom. Sign band
        or horizontal expression line shall extend the entire width of the storefront but may be interrupted by the
        required pilasters referenced in item J. on this page.
   G. Storefront window glass shall be eight (8) feet high minimum, measured from the adjacent grade.
   H. Transparency: Storefront frontage shall have 60% to 80% of the facade be windows between the top of the
        storefront base and bottom of sign band (or horizontal expression line). Entry door transparency shall be
        included as part of the required transparency calculation.
   I. Required 18” to 30” high storefront base.
   J. Required 18” to 32” wide pilaster or wall surface spaced as indicated by Building Type. Pilaster or wall
        surface shall extend the full height of the storefront frontage, by may be interrupted by the sign band or
        horizontal expression line.
   K.J. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
        windows between the finish floor line of the second story and bottom of cornice expression lineRefer to
        Building Type for transparency requirements of upper stories.
   L.K.         The storefront frontage may have an angled corner entry as permitted by the specific Building Type.
        The angled corner entry shall meet the transparency requirements of the storefront frontage and have an
        entry door.

Drive-Through Location Requirements: Refer to Illustration 6.143 for frontage location graphic reference.                Commented [JP83]: Add illustration. All
                                                                                                                         subsequent Illustration numbers are corrected
   A. The building facade(s) are required to be placed at a build-to-line as required by the building site               from 6.13 to 6.113 due to a repeated number here.
      placement requirements in the Context Area section. Refer to Section 2005.
   B. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way per the requirements of the encroachment section in Section 2003.02.
   C. Rear Drive-Through Zone: Drive-through locations at the rear of the building shall be placed within a rear
      drive-through zone that is located as follows:
          1. 0 to 45 feet, measured from rear building wall.
          2. 15 feet minimum, measured from building walls that face side streets.
   D. Side Drive-Through Zone: Drive-through locations at the non-street facing sides of the building shall be
      placed within a rear drive-through zone that is located as follows:
          1. 0 to 45 feet, measured from side building wall.
          2. 15 feet minimum, measured from building walls that face front streets.
   E. Drive-through locations shall comply with rear and side setbacks of the Context Area that the lot is in.
      Refer to Section 2005.
   F. Storefront is required at the ground level floor at building facades facing streets, civic space, and rights-of-
      way.

2006.09 RETAIL BUILDING TYPE
1.0 BUILDING TYPE DESCRIPTION
                                                         50




                                                                                                                                                 Page 89 of 216
SECTION 2006 BUILDING TYPE STANDARDS
This The Retail Building Type is a medium- to large-sized typically attached structure. It is intended to provide a
single story building with ground floor retail or service uses. This Type makes up the secondary component of a
main street and is a Building Type that can provide street vibrancy and enhanced walkability.

2.0 PRECEDENT OF RETAIL BUILDING TYPE                                                                                   Commented [JP84]: Add images.
The following images represent precedent examples of the Building Type. They are intended as examples only and
should be used for inspiration in the creation of this Building Type for projects within the Muskegon Form Based
Code area.

3.0 BUILDING SIZE AND MASSING

Refer to Illustration 6.154 for Building Type size and massing graphic representation.                                  Commented [JP85]: Add illustration.
   A. Building width at front street: 150 feet maximum
   B. Building width at front street shall be built to a minimum of 90% of the overall width of the front street
      property line.
   C. Building width at side street: 100 feet maximum
   D. Building depth: 20 feet minimum
   E. Maximum site coverage: 100%

4.0 GROUND FOOR ACTIVATION AND PEDESTRIAN ACCESS

Refer to Illustration 6.165 for Building Type ground floor activation and pedestrian access graphic representation.     Commented [JP86]: Add illustration.
   A. Entrances to ground floor unit(s) are required at the front street and shall be directly accessed from and
      face the front street.
   B. Entrances to ground floor unit(s) shall occur at intervals of not greater than 75 feet along the front street.
   C. Entrances to ground floor unit(s) at the side street (if provided) shall be directly accessed from and face the
      side street.
   D. Optional angled building corner with required entry door. Maximum length of angled wall shall be 8 feet.

5.0 NUMBER OF UNITS

Number of units per Building Type:

   A. Required total of 1 unit minimum (1 unit at street level).

6.0 USE

Building Type use:

   A. Uses are regulated by Context Area. Refer to Section 2005 for permitted uses in each Context Area.

7.0 FACADE COMPOSITION REQUIREMENTS

Refer to Illustration 6.176 for Building Type facade composition requirements.                                          Commented [JP87]: Add updated illustration
                                                                                                                        removing C and D.
   A. Building shall have a flat roof with parapet.
   B. Building shall have a cornice expression line at roofline.
   C. Transparency Street/Sidewalk Level: Refer to Building Frontage options for transparency requirements at
      the street and sidewalk level.
   D. Building shall have an 18” to 32” pilaster or wall surface every 20 to 40 feet along building facades facing
      streets. Pilasters shall extend vertically from grade to cornice expression line.
                                                         51




                                                                                                                                              Page 90 of 216
SECTION 2006 BUILDING TYPE STANDARDS
8.0 BUILDING TYPE STORY HEIGHT

Refer to Illustration 6.187 for Building Type story height requirements.                                                  Commented [JP88]: Add illustration.
   A. Ground floor ceiling shall be 14 feet minimum.
   B. Overall height of Building Type is regulated by Context Area, refer to Section 2005.
   C. Height of parapet wall shall be between 12” minimum and 4 feet maximum, measured from roof line.

9.0 BUILDING TYPE FRONTAGE OPTIONS                                                                                        Commented [JP89]: Add updated table including
                                                                                                                          Lakeside Context Areas.
The Retail Building Type is required to have 1 of the following 3 frontage configurations applied to the ground level
floor where it abuts front and side streets, civic space, and/or public rights-of-way.

Frontage options for the Retail Building Type are provided in the table below and described on the following pages
of this subsection.

9.01 BUILDING TYPE FRONTAGE OPTION 1: STOREFRONT

Description: The Storefront Frontage Type is applied to the ground level floor of a Building Type along the front and
side streets. It is typically associated with retail and mixed-use buildings. The storefront shall be designed in a way
that promotes an attractive and convenient shopping experience and a transparent wall along the sidewalk.
Storefronts are at grade with the sidewalk and are sometimes shaded by awnings.

Storefront Location Requirements: Refer to Illustration 6.198 for frontage location graphic reference.                    Commented [JP90]: Add illustration.
   A. The building facade(s) are required to be placed at a build-to-line as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. Awnings, canopies, cornices, and projecting signsArchitectural elements may extend into the public right-
      of-way per the requirements of the encroachment section in Section 2003.02.

Storefront Composition Requirements: Refer to Illustration 6.2019 for frontage composition graphic reference.             Commented [JP91]: Add updated illustration
                                                                                                                          removing J.
   A. Storefronts shall extend across eighty (80) percent of the overall length of the first story and shall be
      interrupted by the required pilasters referenced in item J. on this page.
   B. Optional transom window may extend over entry recess (as depicted) or follow entry recess.
   C. Required entry door shall have fifty (50) percent minimum transparency.
   D. When the facade wall of the building is set back less than three (3) feet from the sidewalk, Eentry door is
      required to be recessed three (3) feet to eight (8) feet from the facade wall of the building. The angled wall
      (the wall that connects the storefront to the door) in the recess area shall match the main storefront
      window.
   E. Entry door is required to be at adjacent sidewalk grade.
   F. Optional 30” to 42” sign band or horizontal expression line above storefront window or transom. Sign band
      or horizontal expression line shall extend the entire width of the storefront but may be interrupted by the
      required pilasters referenced in item J. on this page.
   G. Storefront window glass shall be eight (8) feet high minimum, measured from the adjacent grade.
   H. Transparency: Storefront frontage shall have 60% to 80% of the facade be windows between the top of the
      storefront base and bottom of sign band (or horizontal expression line). Entry door transparency shall be
      included as part of the required transparency calculation.
   I. Required 18” to 30” high storefront base.




                                                          52




                                                                                                                                                    Page 91 of 216
SECTION 2006 BUILDING TYPE STANDARDS
   J. Required 18” to 32” wide pilaster or wall surface spaced as indicated by Building Type. Pilaster or wall
        surface shall extend the full height of the storefront frontage, by may be interrupted by the sign band or
        horizontal expression line.
   K.J. Refer to Building Type for roof and cornice requirements.
   L.K.         The storefront frontage may have an angled corner entry as permitted by the specific Building Type.
        The angled corner entry shall meet the transparency requirements of the storefront frontage and have an
        entry door.
   M.L.         Storefront windows may be replaced with overhead doors. Overhead doors that replace storefront
        windows are required to that meet the transparency requirements in item H. Refer to Image 6.18.                Commented [JP92]: Remove Image 6.18.
9.02 BUILDING TYPE FRONTAGE OPTION 2: TERRACE

Description: In a Terrace Frontage Type, the facade of the building that faces the front street is set back from the
right-of-way line to accommodate an elevated terrace. The terrace provides circulation along the facade. This
Frontage Type can be used to provide at-grade access while accommodating a grade change. Frequent steps up to
the terrace are necessary to avoid dead walls and maximize access. This frontage may also be used in historic
industrial areas to mimic historic loading docks.

Terrace Location Requirements: Refer to Illustration 6.210 for frontage location graphic reference.                    Commented [JP93]: Add updated illustration
                                                                                                                       removing C and D.
   A. The terrace frontage is required to be placed at a build-to-line as required by the building site placement
        requirements in the Context Area section. Refer to Section 2005.
   B. Building facades with the terrace frontage are exempt from the requirement of being placed at the build-to-
        line at the front property line. The terrace is required to be placed at the build-to-line, or as close as
        possible to the build-to-line in instances where conditions required in item CE on this page cannot be met
        with the terrace at build-to-line.
   C. Terrace frontages are not permitted on side streets.
   D. Terrace frontages shall not be permitted on more than 50% of the buildings on one block face.
   E.C.          Terrace placement shall provide a minimum of 10 feet for sidewalk, and pedestrian access, and
        sidewalk furnishing zone between terrace edge and line of curb. Clear pedestrian access shall be
        maintained at 5 feet minimum.
   F.D.          Low walls of the terrace that are designed for seating are encouraged.
   G.E.          Steps to access terrace shall occur at intervals of not greater than 50 feet. Steps may extend into
        the public right-of-way when the requirements of item EC. are met.
   H.F.          Terrace depth shall be 5 feet minimum.
   I.G. Terrace finish level above sidewalk shall be 42 inches maximum.
   J.H.Maximum length of terrace shall be 150 feet.
   K.I. Storefront is required at the ground level floor.

Terrace Composition Requirements: Refer to Illustration 6.221 for frontage composition graphic reference.              Commented [JP94]: Add updated illustration
                                                                                                                       removing J.
   A. Storefronts shall extend across eighty (80) percent of the overall length of the first story and shall be
      interrupted by the required pilasters referenced in item J. on this page.
   B. Optional transom window may extend over entry recess (as depicted) or follow entry recess.
   C. Required entry door shall have fifty (50) percent minimum transparency.
   D. When the facade wall of the building is set back less than three (3) feet from the sidewalk, Eentry door is
      required to be recessed three (3) feet to eight (8) feet from the facade wall of the building. The angled wall
      (the wall that connects the storefront to the door) in the recess area shall match the main storefront
      window.

                                                         53




                                                                                                                                             Page 92 of 216
SECTION 2006 BUILDING TYPE STANDARDS
   E. Entry door is required to be at adjacent terrace grade.
   F. Optional 30” to 42” sign band or horizontal expression line above storefront window or transom. Sign band
        or horizontal expression line shall extend the entire width of the storefront but may be interrupted by the
        required pilasters referenced in item J. on this page.
   G. Storefront window glass shall be eight (8) feet high minimum, measured from the adjacent grade of
        terrace.
   H. Transparency: Storefront frontage shall have 60% to 80% of the facade be windows between the top of the
        storefront base and bottom of sign band (or horizontal expression line). Entry door transparency shall be
        included as part of the required transparency calculation.
   I. Required 18” to 30” high storefront base.
   J. Required 18” to 32” wide pilaster or wall surface spaced as indicated by Building Type. Pilaster or wall
        surface shall extend the full height of the storefront frontage, by may be interrupted by the sign band or
        horizontal expression line.
   K.J. Refer to Building Type for roof and cornice requirements.
   L.K.         Storefront windows may be replaced with overhead doors. Overhead doors that replace storefront
        windows are required to that meet the transparency requirements in item H. Refer to Image 6.20.                Commented [JP95]: Remove Image 6.20.
   M.L.         Conditionally Permitting of Frontage: Terrace Frontage is permitted to be used on this Building Type
        only when adjacent sidewalk and Public Realm conditions present slopes that prevent consistent at-grade
        access.

9.03 BUILDING TYPE FRONTAGE OPTION 3: DRIVE-THROUGH

Description: The Drive-through Frontage is identical to the Storefront Frontage, however it includes an automobile
drive-through at the rear or non-street facing sides. The drive-through may include a covered structure at the
service window location. This structure is designed to be a secondary element to the building and is consistent
with the massing, scale, and design of the building. This frontage is typically associated with retail and mixed-use
buildings and includes a storefront that is designed in a way that promotes an attractive and convenient shopping
experience.

Drive-Through Composition Requirements: Refer to Illustration 6.232 for frontage composition graphic reference.        Commented [JP96]: Add updated illustration
                                                                                                                       removing J.
   A. Storefronts shall extend across eighty (80) percent of the overall length of the first story and shall be
      interrupted by the required pilasters referenced in item J. on this page.
   B. Optional transom window may extend over entry recess (as depicted) or follow entry recess.
   C. Required entry door shall have fifty (50) percent minimum transparency.
   D. When the facade wall of the building is set back less than three (3) feet from the sidewalk, Eentry door is
      required to be recessed three (3) feet to eight (8) feet from the facade wall of the building. The angled wall
      (the wall that connects the storefront to the door) in the recess area shall match the main storefront
      window.
   E. Entry door is required to be at adjacent sidewalk grade.
   F. Required 30” to 42” sign band or horizontal expression line above storefront window or transom. Sign band
      or horizontal expression line shall extend the entire width of the storefront but may be interrupted by the
      required pilasters referenced in item J. on this page.
   G. Storefront window glass shall be eight (8) feet high minimum, measured from the adjacent grade.
   H. Transparency: Storefront frontage shall have 60% to 80% of the facade be windows between the top of the
      storefront base and bottom of sign band (or horizontal expression line). Entry door transparency shall be
      included as part of the required transparency calculation.
   I. Required 18” to 30” high storefront base.

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SECTION 2006 BUILDING TYPE STANDARDS
   J. Required 18” to 32” wide pilaster or wall surface spaced as indicated by Building Type. Pilaster or wall
        surface shall extend the full height of the storefront frontage, by may be interrupted by the sign band or
        horizontal expression line.
   K.J. Refer to Building Type for roof and cornice requirements.
   L.K.         The storefront frontage may have an angled corner entry as permitted by the specific Building Type.
        The angled corner entry shall meet the transparency requirements of the storefront frontage and have an
        entry door.

Drive-Through Location Requirements: Refer to Illustration 6.243 for frontage location graphic reference.                 Commented [JP97]: Add illustration.
    A. The building facade(s) are required to be placed at a build-to-line or within a build-to-zone, depending on
       building site placement requirements in the Public Realm Context Area section. Refer to Section
       20042005.
    B. Awnings, canopies, cornices, and projecting signsArchitectural elements may extend into the public right-
       of-way per the requirements of the encroachment section in Section 2003.02.
    C. Rear Drive-Through Zone: Drive-through locations at the rear of the building shall be placed within a rear
       drive-through zone that is located as follows:
           1. 0 to 45 feet, measured from rear building wall.
           2. 15 feet minimum, measured from building walls that face side streets.
    D. Side Drive-Through Zone: Drive-through locations at the non-street facing sides of the building shall be
       placed within a rear drive-through zone that is located as follows:
           1. 0 to 45 feet, measured from side building wall.
           2. 15 feet minimum, measured from building walls that face front streets.
    E. Drive-through locations shall comply with rear and side setbacks of the Context Area that the lot is in.
       Refer to Section 2005.
    F. Storefront is required at the ground level floor at building facades facing streets, civic space, and rights-of-
       way.

2006.10 FLEX BUILDING TYPE
1.0 BUILDING TYPE DESCRIPTION

The Flex Building Type is a medium- to large-sized attached or detached structure, typically built on a large lot. It
can be used to provide a vertical mix of uses with ground floor industrial, service, retail, or residential uses; or it
may be a single-use building. This Type is a primary component in a variety of urban context areas that provide a
mix of Building Types.

2.0 PRECEDENT OF FLEX BUILDING TYPE                                                                                       Commented [JP98]: Add images. Correct image
                                                                                                                          of Muskegon Savings Bank.
The following images represent precedent examples of the Flex Building Type. They are intended as examples only
and should be used for inspiration in the creation of this Building Type for projects within the Muskegon Form
Based Code area.

3.0 BUILDING SIZE AND MASSING

Refer to Illustration 6.254 for Building Type size and massing graphic representation.                                    Commented [JP99]: Add illustration.
    A. Building width at front street: 200 feet maximum
    B. Building width at front street shall be built to a minimum of 75% of the overall width of the front street
       property line.
    C. Building width at side street: 100 feet maximum

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SECTION 2006 BUILDING TYPE STANDARDS
   D. Building depth: 20 feet minimum
   E. Maximum site coverage: 100%

4.0 GROUND FLOOR ACTIVATION AND PEDESTRIAN ACCESS

Refer to Illustration 6.265 for Building Type ground floor activation and pedestrian access graphic representation.     Commented [JP100]: Add illustration.
   A. Entrances to ground floor unit(s) are required at the front street and shall be directly accessed from and
      face the front street.
   B. Entrances to ground floor unit(s) shall occur at intervals of not greater than 100 feet along the front street.
   C. Entrances to ground floor unit(s) at the side street (if provided) shall be directly accessed from and face the
      side street.
   D. Upper floor units may be accessed by a common entry or lobby along the front or side street or at the rear
      of the building.

5.0 NUMBER OF UNITS

Number of units per Building Type:

   A. Required total of 1 unit minimum.

6.0 USE

Building Type use:

   A. Uses are regulated by Context Area. Refer to Section 2005 for permitted uses in each Context Area.

7.0 FACADE COMPOSITION REQUIREMENTS

Refer to Illustration 6.276 for Building Type facade composition requirements.                                          Commented [JP101]: Add updated illustration
                                                                                                                        removing C, D, and F.
   A. Building shall have a flat roof with parapet.
   B. Building shall have a cornice expression line at roofline.
   C. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of cornice expression line.
   D. Transparency Street/Sidewalk Level: Refer to Building Frontage options for transparency requirements at
      the street and sidewalk level.
   E.C.       Upper windows shall be square or vertically proportioned with clear glass. Refer to definitions in
      Division 11 for clear glass requirements.
   F. Building shall have an 18” to 32” pilaster or wall surface every 20 to 40 feet along building facades facing
      streets. Pilasters shall extend vertically from grade to cornice expression line.

8.0 BUILDING TYPE STORY HEIGHT

Refer to Illustration 6.287 for Building Type story height requirements.                                                Commented [JP102]: Add illustration.
   A.   Ground floor ceiling shall be 14 feet minimum.
   B.   Upper floor ceilings shall be 8-14 feet minimum.
   C.   Overall height of Building Type is regulated by Context Area, refer to Section 2005.
   D.   Height of parapet wall shall be between 12” minimum and 4 feet maximum, measured from roof line.

9.0 BUILDING TYPE FRONTAGE OPTIONS                                                                                      Commented [JP103]: Add updated table
                                                                                                                        including Lakeside Context Areas.


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The Flex Building Type is required to have 1 of the following 4 frontage configurations applied to the ground level
floor where it abuts front and side streets, civic space, and/or public rights-of-way.

Combination of Frontages: For Flex Building Types, more than one frontage may be used on the same building at
front and/or side streets.

Frontage options for the Flex Building Type are provided in the table below and described on the following pages of
this subsection.

9.01 BUILDING TYPE FRONTAGE OPTION 1: STOREFRONT

Description: The Storefront Frontage Type is applied to the ground level floor of a Building Type along the front and
side streets. It is typically associated with retail and mixed-use buildings. The storefront shall be designed in a way
that promotes an attractive and convenient shopping experience and a transparent wall along the sidewalk.
Storefronts are at grade with the sidewalk and are sometimes shaded by awnings.

Storefront Location Requirements: Refer to Illustration 6.298 for frontage location graphic reference.                    Commented [JP104]: Add illustration.
   A. The building facade(s) are required to be placed within a build-to-zone, as required by building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. The ground area between the front and side street property lines and the building facade shall have one of
      the following treatments depending on distance from the property line:
          1. Distance between building facade and property line is zero (0) to ten (10) feet: Ground area shall be
               paved to match public sidewalk.
          2. Distance between building facade and property line is greater than ten (10) feet: Ground area shall
               be landscaped with a sidewalk connecting the entry door to the public sidewalk. Sidewalk
               connecting entry door and public sidewalk shall have a width that is equal to the width of the
               widest part of the entry door recess.
          3. Ground area may be paved at distances greater than ten (10) feet when outdoor seating is
               proposed per approval of Planning Director and/or Planning Commission.
   C. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way per the requirements of the encroachment section in Section 2003.02.

Storefront Composition Requirements: Refer to Illustration 6.3029 for frontage composition graphic reference.             Commented [JP105]: Add updated illustration
                                                                                                                          removing J.
   A. Storefronts shall extend across eighty (80) percent of the overall length of the first story and shall be
      interrupted by the required pilasters referenced in item J. on this page.
   B. Optional transom window may extend over entry recess (as depicted) or follow entry recess.
   C. Required entry door shall have fifty (50) percent minimum transparency.
   D. When the facade wall of the building is set back less than three (3) feet from the sidewalk, Eentry door is
      required to be recessed three (3) feet to eight (8) feet from the facade wall of the building. The angled wall
      (the wall that connects the storefront to the door) in the recess area shall match the main storefront
      window.
   E. Entry door is required to be at adjacent sidewalk grade.
   F. Optional 30” to 42” sign band or horizontal expression line above storefront window or transom. Sign band
      or horizontal expression line shall extend the entire width of the storefront but may be interrupted by the
      required pilasters referenced in item J. on this page.
   G. Storefront window glass shall be eight (8) feet high minimum, measured from the adjacent grade.



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SECTION 2006 BUILDING TYPE STANDARDS
   H. Transparency: Storefront frontage shall have 60% to 80% of the facade be windows between the top of the
        storefront base and bottom of sign band (or horizontal expression line). Entry door transparency shall be
        included as part of the required transparency calculation.
   I. Required 18” to 30” high storefront base.
   J. Required 18” to 32” wide pilaster or wall surface spaced as indicated by Building Type. Pilaster or wall
        surface shall extend the full height of the storefront frontage, by may be interrupted by the sign band or
        horizontal expression line.
   K.J. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
        windows between the finish floor line of the second story and bottom of cornice expression lineRefer to
        Building Type for transparency requirements of upper stories.
   L.K.         Storefront windows may be replaced with overhead doors. Overhead doors that replace storefront
        windows are required to that meet the transparency requirements in item H. Refer to Image 6.27.                 Commented [JP106]: Remove Image 6.27.
9.02 BUILDING TYPE FRONTAGE OPTION 2: TERRACE

Description: In a Terrace Frontage Type, the facade of the building that faces the front street is set back from the
right-of-way line to accommodate an elevated terrace. The terrace provides circulation along the facade. This
Frontage Type can be used to provide at-grade access while accommodating a grade change. Frequent steps up to
the terrace are necessary to avoid dead walls and maximize access. This frontage may also be used in historic
industrial areas to mimic historic loading docks.

Terrace Location Requirements: Refer to Illustration 6.310 for frontage location graphic reference.                     Commented [JP107]: Add updated illustration
                                                                                                                        removing C.
   A. The terrace frontage is required to be placed within a build-to-zone as required by the building site
        placement requirements in the Context Area section. Refer to Section 2005.
   B. Building facades with the terrace frontage are exempt from the requirement of being placed within the
        build-to-zone at the front and side property lines. The terrace is required to be placed within the build-to-
        zone.
   C. Terrace frontages shall not be permitted on more than 50% of the buildings on one block face.
   D.C.         The ground area between the front property lines and the front edge of the terrace shall be paved to
        match the public sidewalk. In cases where steps project beyond the front edge of the terrace, the area
        adjacent to and in line with the steps may be landscaped.
   E.D.         Terrace placement shall provide a minimum of 10 feet for sidewalk, and pedestrian access, and
        sidewalk furnishing zone between terrace edge and line of curb. Clear pedestrian access shall be
        maintained at 5 feet minimum.
   F.E.         Low walls of the terrace that are designed for seating are encouraged.
   G.F.         Steps to access terrace shall occur at intervals of not greater than 50 feet. Steps may extend past
        the build-to-zone when the requirements of item ED. are met.
   H.G.         Terrace depth shall be 10 feet minimum.
   I.H. Terrace finish level above sidewalk shall be 42 inches maximum.
   J.I. Maximum length of terrace shall be 200 feet.
   K.J. Storefront is required at the ground level floor.

Terrace Composition Requirements: Refer to Illustration 6.321 for frontage composition graphic reference.               Commented [JP108]: Add updated illustration
                                                                                                                        removing J.
   A. Storefronts shall extend across eighty (80) percent of the overall length of the first story and shall be
      interrupted by the required pilasters referenced in item J. on this page.
   B. Optional transom window may extend over entry recess (as depicted) or follow entry recess.
   C. Required entry door shall have fifty (50) percent minimum transparency.

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SECTION 2006 BUILDING TYPE STANDARDS
   D. When the facade wall of the building is set back less than three (3) feet from the sidewalk, Eentry door is
        required to be recessed three (3) feet to eight (8) feet from the facade wall of the building. The angled wall
        (the wall that connects the storefront to the door) in the recess area shall match the main storefront
        window.
   E. Entry door is required to be at adjacent terrace grade.
   F. Optional 30” to 42” sign band or horizontal expression line above storefront window or transom. Sign band
        or horizontal expression line shall extend the entire width of the storefront but may be interrupted by the
        required pilasters referenced in item J. on this page.
   G. Storefront window glass shall be eight (8) feet high minimum, measured from the adjacent grade of
        terrace.
   H. Transparency: Storefront frontage shall have 60% to 80% of the facade be windows between the top of the
        storefront base and bottom of sign band (or horizontal expression line). Entry door transparency shall be
        included as part of the required transparency calculation.
   I. Required 18” to 30” high storefront base.
   J. Required 18” to 32” wide pilaster or wall surface spaced as indicated by Building Type. Pilaster or wall
        surface shall extend the full height of the storefront frontage, by may be interrupted by the sign band or
        horizontal expression line.
   K.J. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
        windows between the finish floor line of the second story and bottom of cornice expression lineRefer to
        Building Type for transparency requirements of upper stories.
   L.K.         Storefront windows may be replaced with overhead doors. Overhead doors that replace storefront
        windows are required to that meet the transparency requirements in item H. Refer to Image 6.29.                  Commented [JP109]: Remove Image 6.29.
   M.L.         Conditionally Permitting of Frontage: Terrace Frontage is permitted to be used on this Building Type
        only when adjacent sidewalk and Public Realm conditions present slopes that prevent consistent at-grade
        access.

9.03 BUILDING TYPE FRONTAGE OPTION 3: FORECOURT

Description: In a Forecourt Frontage Type, the facade of the building that faces the front street is at or near the
right-of-way line and a small percentagesection of the facade is set back, creating a small courtyard space. The
courtyard space may be used as an entry court or shared garden space, or as an additional area for shopping or
restaurant seating. The courtyard area is not covered and extends the entire height of the building.

Forecourt Location Requirements: Refer to Illustration 6.332 for frontage location graphic reference.                    Commented [JP110]: Add updated illustration
                                                                                                                         removing B.
   A. A minimum of 30% of the building facade of the forecourt frontage is required to be placed within the build-
       to-zone as required by the building site placement requirements in the Context Area section. Refer to
       Section 2005.
   B. The ground area between the front and side street property lines and the main building facade shall have
       one of the following treatments depending on distance from the property line:
       1.      Distance between building facade and property line is zero (0) to ten (10) feet: Ground area shall be
       paved to match public sidewalk.
       2.      Distance between building facade and property line is greater than ten (10) feet: Ground area shall
       be landscaped with a sidewalk connecting the entry door to the public sidewalk. Sidewalk connecting entry
       door and public sidewalk shall have a width that is equal to the width of the widest part of the entry door
       recess.
   3.A.        Ground area may be paved at distances greater than ten (10) feet when outdoor seating is
       proposed per approval of Planning Director and/or Planning Commission.

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SECTION 2006 BUILDING TYPE STANDARDS
   C.B.       Required courtyard shall have a width that isof twelve (12) feet minimum.
   D.C.       Required courtyard shall have a depth of twelve (12) feet minimum.
   E.D.       Courtyard shall not exceed 1,200 square feet in area and shall be paved. Landscape islands may
       be used within the space, but may not cover more than 40% of the courtyard’s ground area.
   F.E.       Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements
       may extend into the public right-of-way per the requirements of the encroachment section in Section
       2003.02.

Forecourt Composition Requirements: Refer to Illustration 6.343 for frontage composition graphic reference for         Commented [JP111]: Add updated illustration
building walls that face the courtyard and building walls that face the front and side streets.                        removing D.

   A. Entry door(s) shall have 25% minimum transparency.
   B. Entry door(s) may be at-grade or raised and accessed by steps.
          1. At-grade entry door (zero-step) shall have one of the following treatments:
                    i. Covered with a supported roof (as depicted in the graphic). Roof shall be supported with
                       columns.
                   ii. Covered with a canopy. Canopy shall be cantilevered or supported by brackets or cables.
                  iii. Uncovered (with no canopy or supported roof).
                  iv. Recessed in building wall.
          2. Elevated entry door shall have one of the following treatments:
                    i. Covered with a supported roof. Roof shall be supported with columns.
                   ii. Covered with a canopy. Canopy shall be cantilevered or supported by brackets or cables.
          3. Elevated entry doors shall have a stoop (landing at door) that is minimum 4 feet deep and minimum
              4 feet wide.
   C. Transparency: Forecourt frontage shall have 10% to 50% of the facade be windows between the adjacent
      grade and the finish floor line of the second story. Entry door transparency shall be included as part of the
      required transparency calculation.
   D. Required 18” to 32” wide pilaster or wall surface spaced as indicated by Building Type.
   E.D.       Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade
      be windows between the finish floor line of the second story and bottom of cornice expression lineRefer to
      Building Type for transparency requirements of upper stories.

9.04 BUILDING TYPE FRONTAGE OPTION 4: DOORYARD

Description: In a Dooryard Frontage Type, the facade of the building that faces the front street is setback a small
distance from the front and side streets, typically within a build-to-zone. The front property line is oftentimes
defined by a low wall, fence, or hedge, creating a small dooryard. The dooryard shall not provide public circulation
along the rights-of-way. The dooryard may be raised or at-grade and is most often intended for ground floor
residential.

Dooryard Location Requirements: Refer to Illustration 6.354 for frontage location graphic reference.                   Commented [JP112]: Add illustration.
   A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. The ground area between the front and side street property lines and the main building facade shall have
      one of the following treatments depending on distance from the property line:
          1. Distance between building facade and property line is zero (0) to ten (10) feet: Ground area shall be
              paved to match public sidewalk.


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SECTION 2006 BUILDING TYPE STANDARDS
          2. Distance between building facade and property line is greater than ten (10) feet: Ground area shall
              be landscaped with a sidewalk connecting the entry door to the public sidewalk. Sidewalk
              connecting entry door and public sidewalk shall have a width that is equal to the width of the
              widest part of the entry door recess.
              Additionally, one of the following landscape elements is required to be placed at the property line
              when the distance between facade and property line is greater than ten (10) feet:
                    i. A 24” to 42” high brick wall.
                   ii. A decorative metal fence that is 42” high maximum.
                  iii. A continuous hedge that is maintained at a 42” maximum height.
          3. Ground area may be paved at distances greater than ten (10) feet when outdoor seating is
              proposed per approval of Planning Director and/or Planning Commission.
   C. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way and lightwells may extend in to required setbacks per the requirements
      of the encroachment section in Section 2003.02.
   D. Wells may extend into required setbacks per the requirements of the encroachment section in Section
      2003.

Dooryard Composition Requirements: Refer to Illustration 6.365 for frontage composition graphic reference.             Commented [JP113]: Add updated illustration
                                                                                                                       removing D.
   A. Entry door(s) shall have 25% minimum transparency.
   B. Entry door(s) may be at-grade or elevated and accessed by steps.
          1. At-grade entry door (zero-step) shall have one of the following treatments:
                    i. Covered with a supported roof (as depicted in the graphic). Roof shall be supported with
                       columns.
                   ii. Covered with a canopy. Canopy shall be cantilevered or supported by brackets or cables.
                  iii. Uncovered (with no canopy or supported roof).
                  iv. Recessed in building wall.
          2. Elevated entry door shall have one of the following treatments:
                    i. Covered with a supported roof. Roof shall be supported with columns.
                   ii. Covered with a canopy. Canopy shall be cantilevered or supported by brackets or cables.
          3. Elevated entry doors shall have a stoop (landing at door) that is minimum 4 feet deep and minimum
              4 feet wide.
   C. Transparency: Dooryard frontage shall have 10% to 50% of the facade be windows between the adjacent
      grade and the finish floor line of the second story. Entry door transparency shall be included as part of the
      required transparency calculation.
   D. Required 18” to 32” wide pilaster or wall surface spaced as indicated by Building Type.
   E.D.       Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade
      be windows between the finish floor line of the second story and bottom of cornice expression lineRefer to
      Building Type for transparency requirements of upper stories.

2006.11 COTTAGE RETAIL BUILDING TYPE
1.0 BUILDING TYPE DESCRIPTION

The Cottage Retail Building Type is a small- to medium-sized detached structure. It is intended to provide retail or
service uses at the ground floor. This Type will typically have a residential mass, scale, and composition that
allows it to integrate into adjacent residential areas.

2.0 PRECEDENT OF COTTAGE RETAIL BUILDING TYPE                                                                          Commented [JP114]: Add images.

                                                         61




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SECTION 2006 BUILDING TYPE STANDARDS
The following images represent precedent examples of the Cottage Retail Building Type. They are intended as
examples only and should be used for inspiration in the creation of this Building Type for projects within the
Muskegon Form Based Code area.

3.0 BUILDING SIZE AND MASSING

Refer to Illustration 6.376 for Building Type size and massing graphic representation.                                  Commented [JP115]: Add illustration.
   A. Building width at front street: 30 feet maximum
   B. Building depth: 20 feet minimum
   C. Maximum site coverage: 60%

4.0 GROUND FLOOR ACTIVATION AND PEDESTRIAN ACCESS

Refer to Illustration 6.387 for Building Type ground floor activation and pedestrian access graphic representation.     Commented [JP116]: Add illustration.
   A. Entrances to ground floor unit(s) are required at the front street and shall be directly accessed from and
      face the front street.
   B. Entrances to ground floor unit(s) at the side street (if provided) shall be directly accessed from and face the
      side street.
   C. Upper floor units may be accessed by a common entry along the front or side street or at the rear of the
      building.

5.0 NUMBER OF UNITS

Number of units per Building Type:

   A. Required total of 1 unit minimum.
   B. Cottage Retail Buildings per lot: 2 maximum.

6.0 USE

Building Type use:

   A. Uses are regulated by Context Area. Refer to Section 2005 for permitted uses in each Context Area.

7.0 FACADE COMPOSITION REQUIREMENTS

Refer to Illustration 6.398 for Building Type facade composition requirements.                                          Commented [JP117]: Add updated illustration
                                                                                                                        removing B and C.
   A. Building shall have a pitched (sloped) roof that is compatible with the surrounding residential architecture.
   B. Transparency Upper Stories: Building facades facing streets shall have 10% to 35% of the facade be
      windows between the finish floor line of the second story and roof eave.
   C. Transparency Street/Sidewalk Level: Refer to Building Frontage options for transparency requirements at
      the street and sidewalk level.
   D.B.       Upper windows shall be square or vertically proportioned with clear glass. Refer to definitions in
      Division 11 for clear glass requirements.

8.0 BUILDING TYPE STORY HEIGHT

Refer to Illustration 6.4039 for Building Type story height requirements.                                               Commented [JP118]: Add illustration.
   A. Ground floor ceiling shall be 8-1412 feet minimum.
   B. Upper floor ceilings shall be 8-14 feet minimum.
   C. Overall height of Building Type is regulated by Context Area, refer to Section 2005.
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SECTION 2006 BUILDING TYPE STANDARDS
9.0 BUILDING TYPE FRONTAGE OPTIONS                                                                                        Commented [JP119]: Add updated table
                                                                                                                          including Lakeside Context Areas.
The Cottage Retail Building Type is required to have 1 of the following 3 frontage configurations applied to the
ground level floor where it abuts front and side streets, civic space, and/or public rights-of-way.

Frontage options for the Cottage Retail Building Type are provided in the table below and described on the
following pages of this subsection.

9.01 BUILDING TYPE FRONTAGE OPTION 1: STOREFRONT

Description: The Storefront Frontage Type is applied to the ground level floor of a Building Type along the front and
side streets. It is typically associated with retail and mixed-use buildings. The storefront shall be designed in a way
that promotes an attractive and convenient shopping experience and a transparent wall along the sidewalk.
Storefronts are at grade with the sidewalk and are sometimes shaded by awnings.

Storefront Location Requirements: Refer to Illustration 6.410 for frontage location graphic reference.                    Commented [JP120]: Add illustration.
   A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. The ground area between the front and side street property lines and the building facade shall have one of
      the following treatments depending on distance from the property line:
          1. Distance between building facade and property line is zero (0) to ten (10) feet: Ground area shall be
               paved to match public sidewalk.
          2. Distance between building facade and property line is greater than ten (10) feet: Ground area shall
               be landscaped with a sidewalk connecting the entry door to the public sidewalk. Sidewalk
               connecting entry door and public sidewalk shall have a width that is equal to the width of the
               widest part of the entry door recess.
          3. Ground area may be paved at distances greater than ten (10) feet when outdoor seating is
               proposed per approval of Planning Director and/or Planning Commission.
   C. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way per the requirements of the encroachment section in Section 2003.02.

Storefront Composition Requirements: Refer to Illustration 6.421 for frontage composition graphic reference.              Commented [JP121]: Add updated illustration
                                                                                                                          removing J.
   A. Storefronts shall extend across eighty (80) percent of the overall length of the first story and shall be
      interrupted by the required pilasters referenced in item J. on this page.
   B. Optional transom window may extend over entry recess (as depicted) or follow entry recess.
   C. Required entry door shall have fifty (50) percent minimum transparency.
   D. When the facade wall of the building is set back less than three (3) feet from the sidewalk, Eentry door is
      required to be recessed three (3) feet to eight (8) feet from the facade wall of the building. The angled wall
      (the wall that connects the storefront to the door) in the recess area shall match the main storefront
      window.
   E. Entry door is required to be at adjacent sidewalk grade.
   F. Required 30” to 42” sign band or horizontal expression line above storefront window or transom. Sign band
      or horizontal expression line shall extend the entire width of the storefront but may be interrupted by the
      required pilasters referenced in item J. on this page.
   G. Storefront window glass shall be eight (8) feet high minimum, measured from the adjacent grade.
   H. Transparency: Storefront frontage shall have 60% to 80% of the facade be windows between the top of the
      storefront base and bottom of sign band (or horizontal expression line). Entry door transparency shall be
      included as part of the required transparency calculation.
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   I. Required 18” to 30” high storefront base.
   J. Required 18” to 32” wide pilaster or wall surface spaced at 20 to 40 feet along building facades facing
        street. Pilaster or wall surface shall extend the full height of the storefront frontage and shall be terminated
        by the sign band or horizontal expression line.
   K.J. Transparency Upper Stories: Building facades facing streets shall have 10% to 35% of the facade be
        windows between the finish floor line of the second story and roof eaveRefer to Building Type for
        transparency requirements of upper stories.

9.02 BUILDING TYPE FRONTAGE OPTION 2: DOORYARD

Description: In a Dooryard Frontage Type, the facade of the building that faces the front and/or side streets is
setback a small distance from the front and side streets, typically within a build-to-zone. The front property line is
oftentimes defined by a low wall, fence, or hedge, creating a small dooryard. The dooryard shall not provide public
circulation along the rights-of-way. The dooryard is at-grade.

Dooryard Location Requirements: Refer to Illustration 6.432 for frontage location graphic reference.                       Commented [JP122]: Add updated illustration
                                                                                                                           removing D.
    A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
       placement requirements in the Context Area section. Refer to Section 2005.
    B. The ground area between the front and side street property lines and the main building facade shall have
       one of the following treatments depending on distance from the property line:
           1. Distance between building facade and property line is zero (0) to ten (10) feet: Ground area shall be
               paved to match public sidewalk.
           2. Distance between building facade and property line is greater than ten (10) feet: Ground area shall
               be landscaped with a sidewalk connecting the entry door to the public sidewalk. Sidewalk
               connecting entry door and public sidewalk shall have a width that is equal to the width of the
               widest part of the entry door recess.
               Additionally, one of the following landscape elements is required to be placed at the property line
               when the distance between facade and property line is greater than ten (10) feet:
                     i. A 24” to 42” high brick wall.
                    ii. A decorative metal fence that is 42” high maximum.
                   iii. A continuous hedge that is maintained at a 42” maximum height.
           3. Ground area may be paved at distances greater than ten (10) feet when outdoor seating is
               proposed per approval of Planning Director and/or Planning Commission.
    C. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
       extend into the public right-of-way and lightwells may extend into required setbacks per the requirements
       of the encroachment section in Section 2003.02.
    D. Wells may extend into required setbacks per the requirements of the encroachment section in Section
       2003.

Dooryard Composition Requirements: Refer to Illustration 6.443 for frontage composition graphic reference.                 Commented [JP123]: Add illustration.
    A. Entry door(s) shall have 25% minimum transparency.
    B. Entry door(s) are required to be at-grade. At-grade entry doors shall have one of the following treatments:
           1. Covered with a supported roof. Roof shall be supported with columns.
           2. Covered with a canopy. Canopy shall be cantilevered or supported by brackets or cables.
           3. Uncovered (with no canopy or supported roof, ). Aas depicted in the graphic).
           4. Recessed in building wall.


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   C. Transparency: Dooryard frontage shall have 10% to 50% of the facade be windows between the adjacent
      grade and the finish floor line of the second story. Entry door transparency shall be included as part of the
      required transparency calculation.
   D. Transparency Upper Stories: Building facades facing streets shall have 10% to 35% of the facade be
      windows between the finish floor line of the second story and roof eaveRefer to Building Type for
      transparency requirements of upper stories.

9.03 BUILDING TYPE FRONTAGE OPTION 3: STOOP

Description: In a Stoop Frontage Type, the facade of the building that faces the front and/or side streets is setback
a small distance from the front and side streets, typically within a build-to-zone. The stoop is elevated above the
sidewalk. Steps or a ramp from the stoop may lead directly to the sidewalk or may be side-loaded.

Stoop Location Requirements: Refer to Illustration 6.454 for frontage location graphic reference.                       Commented [JP124]: Add updated illustration
                                                                                                                        replacing D with C.
   A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. The ground area between the front and side street property lines and the main building facade shall be
      landscaped with a minimum 5 foot wide sidewalk connecting the entry door to the public sidewalk.
      Sidewalk connecting stoop and public sidewalk shall be minimum 5 feet wide.
   C. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way and stoops, lightwells, and/or steps may extend into required setbacks
      per the requirements of the encroachment section in Section 2003.02.
   D. Stoops, wells, and/or steps may extend into required setbacks per the requirements of the encroachment
      section in Section 2003.

Stoop Composition Requirements: Refer to Illustration 6.465 for frontage composition graphic reference.                 Commented [JP125]: Add illustration.
   A. Entry door(s) shall have 25% minimum transparency.
   B. Entry door(s) are required to be elevated above adjacent grade. Elevated entry doors shall have one of the
      following treatments:
          1. Covered with a supported roof. Roof shall be supported with columns.
          2. Covered with a canopy. Canopy shall be cantilevered or supported by brackets or cables.
   C. Depth of stoop landing shall be 4 feet minimum.
   D. Width of stoop landing shall be 5 feet minimum.
   E. Stoop shall be 12” minimum above adjacent grade.
   F. Transparency: Stoop frontage shall have 40% to 60% of the facade be windows between the adjacent
      grade and the finish floor line of the second story. Entry door transparency shall be included as part of the
      required transparency calculation.
   G. Transparency Upper Stories: Building facades facing streets shall have 10% to 35% of the facade be
      windows between the finish floor line of the second story and roof eaveRefer to Building Type for
      transparency requirements of upper stories.

2006.12 LIVE/WORK BUILDING TYPE
1.0 BUILDING TYPE DESCRIPTION

The Live/Work Building Type is a small- to medium-sized attached structure that consists of one dwelling unit
above and/or behind a flexible ground floor space that can be used for residential, service, or retail uses. Both the
ground floor space and the dwelling unit are owned by one entity. This Type is especially appropriate for incubating
retail and service uses and allowing neighborhood retail to expand as the market demands.
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2.0 PRECEDENT OF LIVE/WORK BUILDING TYPE                                                                              Commented [JP126]: Add images.
The following images represent precedent examples of the Live/Work Building Type. They are intended as
examples only and should be used for inspiration in the creation of this Building Type for projects within the
Muskegon Form Based Code area.

3.0 BUILDING SIZE AND MASSING

Refer to Illustration 6.476 for Building Type size and massing graphic representation.                                Commented [JP127]: Add illustration.
   A. Building width at front street: 18 feet minimum and 36 feet maximum
   B. Building depth: 20 feet minimum
   C. Building may have an attached garage located in the rear of the building and accessed from an alley or side
      street. Attached garage is not permitted if a Carriage House is included on the parcel.
   D. Building may have a detached garage or a Carriage House in lieu of an attached garage. Refer to Carriage
      House Building Type in Section 2006.18 for requirements.
   E. Live/Works per run of attached units: 2 minimum, 8 maximum.
   F. Maximum site coverage: 80% including garage or Carriage House.

4.0 GROUND FLOOR ACTIVATION AND PEDESTRIAN ACCESS

Refer to Illustration 6.487 for Building Type ground floor activation and pedestrian access graphic representation.   Commented [JP128]: Add illustration.
   A. Entrances to ground floor unit(s) are required to be located at the front and/or side street and shall be
      directly accessed from and face the street.
   B. Entrances to upper floor unit(s) are required to be located at the front and/or side street and shall be
      directly accessed from and face the street.
   C. Ground floor and upper floor unit(s) are required to have separate entrances.
   D. Carriage House entrances shall be as required by the Carriage House Building Type in Section 2006.18.

5.0 NUMBER OF UNITS

Number of units per Building Type:

   A. Total of 2 units maximum. Both units shall be used by the same occupant.
   B. Live/Work Buildings per lot: 2 maximum.
   C. An additional unit is permitted if Carriage House Building Type is used in conjunction with the Live/Work
      Building.

6.0 USE

Building Type use:

   B. Uses are regulated by Context Area. Refer to Section 2005 for permitted uses in each Context Area.

7.0 FACADE COMPOSITION REQUIREMENTS

Refer to Illustration 6.498 for Building Type facade composition requirements.                                        Commented [JP129]: Add updated illustration
                                                                                                                      removing C, D, and F.
   A. Building may have a flat roof with parapet or a pitched (sloped) roof.
   B. Buildings with flat roof shall have a cornice expression line at roofline.
   C. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of cornice expression line or eave.

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SECTION 2006 BUILDING TYPE STANDARDS
   D. Transparency Street/Sidewalk Level: Refer to Building Frontage options for transparency requirements at
      the street and sidewalk level.
   E.C.       Upper windows shall be square or vertically proportioned with clear glass. Refer to definitions in
      Division 11 for clear glass requirements.
   F. Building shall have an 18” to 32” pilaster or wall surface every 18 to 36 feet along building facades facing
      streets. Pilasters shall extend vertically from grade to cornice expression line.

8.0 BUILDING TYPE STORY HEIGHT

Refer to Illustration 6.5049 for Building Type story height requirements.                                                 Commented [JP130]: Add illustration.
   A.   Ground floor ceiling shall be 12 8-14 feet minimum.
   B.   Upper floor ceilings shall be 8-14 feet minimum.
   C.   Overall height of Building Type is regulated by Context Area, refer to Section 2005.
   D.   On Building Type with flat roof option, the height of parapet wall shall be between 12” minimum and 4 feet
        maximum, measured from roof line.

9.0 BUILDING TYPE FRONTAGE OPTIONS                                                                                        Commented [JP131]: Add updated table
                                                                                                                          including Lakeside Context Areas.
The Live/Work Building Type is required to have 1 of the following 4 frontage configurations applied to the ground
level floor where it abuts front and side streets, civic space, and/or public rights-of-way.

Combination of Frontages: For Flex Building Types, more than one frontage may used on the same building at front
and/or side streets.

Frontage options for the Live/Work Building Type are provided in the table below and described on the following
pages of this subsection.

9.01 Building Type Frontage Option 1: Storefront

Description: The Storefront Frontage Type is applied to the ground level floor of a Building Type along the front and
side streets. It is typically associated with retail and mixed-use buildings. The storefront shall be designed in a way
that promotes an attractive and convenient shopping experience and a transparent wall along the sidewalk.
Storefronts are at grade with the sidewalk and are sometimes shaded by awnings.

Storefront Location Requirements: Refer to Illustration 6.510 for frontage location graphic reference.                    Commented [JP132]: Add illustration.
   A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. The ground area between the front and side street property lines and the building facade shall have one of
      the following treatments depending on distance from the property line:
          1. Distance between building facade and property line is zero (0) to ten (10) feet: Ground area shall be
               paved to match public sidewalk.
          2. Distance between building facade and property line is greater than ten (10) feet: Ground area shall
               be landscaped with a sidewalk connecting the entry door to the public sidewalk. Sidewalk
               connecting entry door and public sidewalk shall have a width that is equal to the width of the
               widest part of the entry door recess.
          3. Ground area may be paved at distances greater than ten (10) feet when outdoor seating is
               proposed per approval of Planning Director and/or Planning Commission.
   C. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way per the requirements of the encroachment section in Section 2003.02.

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Storefront Composition Requirements: Refer to Illustration 6.521 for frontage composition graphic reference.             Commented [JP133]: Add updated illustration
                                                                                                                         removing I.
   A. Storefronts shall extend across eighty (80) percent of the overall length of the first story and shall be
        interrupted by the required pilasters referenced in item J. on this page.
   B. Optional transom window may extend over entry recess (as depicted) or follow entry recess.
   C. When the facade wall of the building is set back less than three (3) feet from the sidewalk, Eentry door is
        required to be recessed three (3) feet to eight (8) feet from the facade wall of the building. The angled wall
        (the wall that connects the storefront to the door) in the recess area shall match the main storefront
        window.
   D. Entry door is required to be at adjacent sidewalk grade.
   E. Required 30” to 42” sign band or horizontal expression line above storefront window or transom. Sign band
        or horizontal expression line shall extend the entire width of the storefront but may be interrupted by the
        required pilasters referenced in item J. on this page.
   F. Storefront window glass shall be eight (8) feet high minimum, measured from the adjacent grade.
   G. Transparency: Storefront frontage shall have 60% to 80% of the facade be windows between the top of the
        storefront base and bottom of sign band (or horizontal expression line). Entry door transparency shall be
        included as part of the required transparency calculation.
   H. Required 18” to 30” high storefront base.
   I. Required 18” to 32” wide pilaster or wall surface spaced as indicated by Building Type. Pilaster or wall
        surface shall extend the full height of the storefront frontage, by may be interrupted by the sign band or
        horizontal expression line.
   J.I. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
        windows between the finish floor line of the second story and bottom of cornice expression line or
        eaveRefer to Building Type for transparency requirements of upper stories.
   K.J. Storefront windows may be replaced with overhead doors. Overhead doors that replace storefront
        windows are required to that meet the transparency requirements in item G. Refer to Image 6.44.                  Commented [JP134]: Remove Image 6.44.
9.02 Building Type Frontage Option 2: Dooryard

Description: In a Dooryard Frontage Type, the facade of the building that faces the front and/or side streets is
setback a small distance from the front and side streets, typically within a build-to-zone. The front property line is
oftentimes defined by a low wall, fence, or hedge, creating a small dooryard. The dooryard shall not provide public
circulation along the rights-of-way. The dooryard is at-grade.

Dooryard Location Requirements: Refer to Illustration 6.532 for frontage location graphic reference.                     Commented [JP135]: Add updated illustration
                                                                                                                         combining C and D.
   A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. The ground area between the front and side street property lines and the main building facade shall have
      one of the following treatments depending on distance from the property line:
          1. Distance between building facade and property line is zero (0) to ten (10) feet: Ground area shall be
              paved to match public sidewalk.
          2. Distance between building facade and property line is greater than ten (10) feet: Ground area shall
              be landscaped with a sidewalk connecting the entry door to the public sidewalk. Sidewalk
              connecting entry door and public sidewalk shall have a width that is equal to the width of the
              widest part of the entry door recess.
              Additionally, one of the following landscape elements is required to be placed at the property line
              when the distance between facade and property line is greater than ten (10) feet:
                   i. A 24” to 42” high brick wall.
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SECTION 2006 BUILDING TYPE STANDARDS
                   ii. A decorative metal fence that is 42” high maximum.
                  iii. A continuous hedge that is maintained at a 42” maximum height.
   C. Balconies, awnings, canopies, cornices, upper bays, and projecting signs may extend into the public right-
      of-way and lightwells may extend into required setbacks per the requirements of the encroachment
      section in Section 2003.02.
   D. Wells may extend into required setbacks per the requirements of the encroachment section in Section
      2003.

Dooryard Composition Requirements: Refer to Illustration 6.543 for frontage composition graphic reference.            Commented [JP136]: Add illustration.
   A. Entry door(s) are required to be at-grade. At-grade entry doors shall have one of the following treatments:
          1. Covered with a supported roof. Roof shall be supported with columns.
          2. Covered with a canopy. Canopy shall be cantilevered or supported by brackets or cables.
          3. Uncovered (with no canopy or supported roof,). A as depicted) in the graphic.
   B. Transparency: Dooryard frontage shall have 10% to 50% of the facade be windows between the adjacent
      grade and the finish floor line of the second story. Entry door transparency shall be included as part of the
      required transparency calculation.
   C. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of cornice expression line or
      eaveRefer to Building Type for transparency requirements of upper stories.

9.03 Building Type Frontage Option 3: Lightwell

Description: In a Lightwell Frontage Type, the facade of the building that faces the front and/or side streets is
setback a small distance from the front and side streets, typically within a build-to-zone. This frontage has a
combined elevated terrace and sunken lightwell between the building wall and property line. This frontage type
buffers residential, retail, and service uses from urban sidewalks and removes the private yard from public
encroachment.

Lightwell Location Requirements: Refer to Illustration 6.554 for frontage location graphic reference.                 Commented [JP137]: Add updated illustration
                                                                                                                      replacing F with E.
   A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. The ground area between the front and side street property lines and the main building facade shall have
      one of the following treatments depending on distance from the property line:
          1. Distance between building facade and property line is zero (0) to ten (10) feet: Ground area shall be
              paved to match public sidewalk.
          2. Distance between building facade and property line is greater than ten (10) feet: Ground area shall
              be landscaped with a sidewalk connecting the entry door to the public sidewalk. Sidewalk
              connecting entry door and public sidewalk shall have a width of 5 feet minimum.
   C. Required exterior stair from adjacent sidewalk grade down to sunken lightwell.
   D. Required exterior stair from adjacent sidewalk grade to elevated terrace.
   E. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way and stoops, lightwells, and/or steps may extend into required setbacks
      per the requirements of the encroachment section in Section 2003.02.
   F. Stoops, wells, and/or steps may extend into required setbacks per the requirements of the encroachment
      section in Section 2003.

Lightwell Composition Requirements: Refer to Illustration 6.565 for frontage composition graphic reference.           Commented [JP138]: Add illustration.

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SECTION 2006 BUILDING TYPE STANDARDS
   A. Entry door(s) are required to be elevated. Elevated entry doors shall have one of the following treatments:
           1. Covered with a canopy. Canopy shall be cantilevered or supported by brackets or cables (as
               depicted in the graphic).
           2. Uncovered (with no canopy or supported roof).
   B. Depth of required terrace shall be 4 feet minimum and 8 feet maximum.
   C. Terrace shall be 3 feet minimum above adjacent grade.
   D. Depth of required lightwell shall be 6 feet minimum and 10 feet maximum.
   E. Transparency First Floor: Lightwell frontage shall have 10% to 50% of the facade be windows between the
      finish floor line of the first story and the finish floor line of the second story. Entry door transparency shall
      be included as part of the required transparency calculation.
   F. Transparency Lightwell: Lightwell frontage shall have 10% to 30% of the facade be windows between the
      finish floor line of the first story and the finish floor line of the lightwell (basement).
   G. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of cornice expression line or
      eaveRefer to Building Type for transparency requirements of upper stories.
   H. Required 18” to 32” wide pilaster or wall surface spaced as indicated by Building Type.

9.04 Building Type Frontage Option 4: Stoop

Description: In a Stoop Frontage Type, the facade of the building that faces the front and/or side streets is setback
a small distance from the front and side streets, typically within a build-to-zone. The stoop is elevated above the
sidewalk. Steps or a ramp from the stoop may lead directly to the sidewalk or may be side-loaded.

Stoop Location Requirements: Refer to Illustration 6.576 for frontage location graphic reference.                         Commented [JP139]: Add updated illustration
                                                                                                                          replacing D with C.
    A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
       placement requirements in the Context Area section. Refer to Section 2005.
    B. The ground area between the front and side street property lines and the main building facade shall have
       one of the following treatments depending on distance from the property line:
           1. Distance between building facade and property line is zero (0) to ten (10) feet: Ground area shall be
               paved to match public sidewalk.
           2. Distance between building facade and property line is greater than ten (10) feet: Ground area shall
               be landscaped with a minimum 5 foot wide sidewalk connecting the entry door to the public
               sidewalk. Sidewalk connecting entry door and public sidewalk shall have a width of 5 feet
               minimum.
    C. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
       extend into the public right-of-way and stoops, lightwells, and/or steps may extend into required setbacks
       per the requirements of the encroachment section in Section 2003.02.
    D. Stoops, wells, and/or steps may extend into required setbacks per the requirements of the encroachment
       section in Section 2003.

Stoop Composition Requirements: Refer to Illustration 6.587 for frontage composition graphic reference.                   Commented [JP140]: Add illustration.
    A. Entry door(s) are required to be elevated above adjacent grade. Elevated entry doors shall have one of the
       following treatments:
           1. Covered with a supported roof. Roof shall be supported with columns.
           2. Covered with a canopy. Canopy shall be cantilevered or supported by brackets or cables.
    B. Depth of stoop landing shall be 4 feet minimum.
    C. Width of stoop landing shall be 5 feet minimum.

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SECTION 2006 BUILDING TYPE STANDARDS
   D. Stoop shall be 12” minimum above adjacent grade.
   E. Transparency: Stoop frontage shall have 40% to 60% of the facade be windows between the adjacent
      grade and the finish floor line of the second story. Entry door transparency shall be included as part of the
      required transparency calculation.
   F. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of cornice expression line or
      eaveRefer to Building Type for transparency requirements of upper stories.

2006.13 LARGE MULTI-PLEX BUILDING TYPE
1.0 BUILDING TYPE DESCRIPTION

The Large Multi-Plex Building Type is a medium- to large-sized structure that consists of 7 or more side-by-side
and/or stacked dwelling units, typically with one shared entry. This Type is appropriately scaled to fit in medium-
density neighborhoods and enables well-designed higher densities. It is an essential Building Type for providing a
broad choice of housing types and promoting walkability.

2.0 PRECEDENT OF LARGE MULTI-PLEX BUILDING TYPE                                                                        Commented [JP141]: Add images.
The following images represent precedent examples of the Large Multi-Plex Building Type. They are intended as
examples only and should be used for inspiration in the creation of this Building Type for projects within the
Muskegon Form Based Code area.

3.0 BUILDING SIZE AND MASSING

Refer to Illustration 6.598 for Building Type size and massing graphic representation.                                 Commented [JP142]: Add illustration.
   A.   Building width at front street: 80 feet maximum
   B.   Building width at side street: 80 feet maximum
   C.   Building depth: 75 feet maximum
   D.   Maximum site coverage: 70%

4.0 GROUND FLOOR ACTIVATION AND PEDESTRIAN ACCESS

Refer to Illustration 6.6059 for Building Type ground floor activation and pedestrian access graphic representation.   Commented [JP143]: Add illustration.
   A.   Main entrances shall be located along front street.
   B.   Units shall be accessed by a common entry along the front street.
   C.   On corner lots, units may enter from a secondary side street common entry.
   D.   Units may enter from a secondary common entry in the rear of the building.

5.0 NUMBER OF UNITS

Number of units per Building Type:

   A. Total of 7 or more units per building.
   B. Large Multi-Plex Buildings per lot: 1 maximum.

6.0 USE

Building Type use:

   A. Uses are regulated by Context Area. Refer to Section 2005 for permitted uses in each Context Area.

7.0 FACADE COMPOSITION REQUIREMENTS
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SECTION 2006 BUILDING TYPE STANDARDS
Refer to Illustration 6.610 for Building Type facade composition requirements.                                        Commented [JP144]: Add updated illustration
                                                                                                                      removing C, D, and F.
   A. Building shall have a flat roof with parapet.
   B. Building shall have a cornice expression line at roofline.
   C. Transparency Upper Stories: Building facades facing streets shall have 10% to 40% of the facade be
      windows between the finish floor line of the second story and bottom of cornice expression line.
   D. Transparency Street/Sidewalk Level: Refer to Building Frontage options for transparency requirements at
      the street and sidewalk level.
   E.C.       Upper windows shall be square or vertically proportioned with clear glass. Refer to definitions in
      Division 11 for clear glass requirements.
   F. Building shall have an 18” to 32” pilaster or wall surface every 20 to 40 feet along building facades facing
      streets. Pilasters shall extend vertically from grade to cornice expression line.

8.0 BUILDING TYPE STORY HEIGHT

Refer to Illustration 6.621 for Building Type story height requirements.                                              Commented [JP145]: Add illustration.
   A.   Ground floor ceiling shall be 8-1410 feet minimum.
   B.   Upper floor ceilings shall be 8-10 feet minimum.
   C.   Overall height of Building Type is regulated by Context Area, refer to Section 2005.
   D.   Height of parapet wall shall be between 12” minimum and 4 feet maximum, measured from roof line.

9.0 BUILDING TYPE FRONTAGE OPTIONS                                                                                    Commented [JP146]: Add updated table
                                                                                                                      including Lakeside Context Areas.
The Large Multi-Plex Building Type is required to have 1 of the following 4 frontage configurations applied to the
ground level floor where it abuts front and side streets, civic space, and/or public rights-of-way.

Frontage options for the Large Multi-Plex Building Type are provided in the table below and described on the
following pages of this subsection.

9.01 Building Type Frontage Option 1: Forecourt

Description: In a Forecourt Frontage Type, the facade of the building that faces the front street is at or near the
right-of-way line and a small percentage of the facade is set back, creating a small courtyard space. The courtyard
space may be used as an entry court or shared garden space. The courtyard area is not covered and extends the
entire height of the building.

Forecourt Location Requirements: Refer to Illustration 6.632 for frontage location graphic reference.                 Commented [JP147]: Add illustration.
   A. A minimum of 30% of the building facade of the forecourt frontage is required to be placed within the build-
      to-zone as required by the building site placement requirements in the Context Area section. Refer to
      Section 2005.
   B. The ground area between the front and side street property lines and the main building facade shall be
      landscaped with a sidewalk(s) connecting entry door(s) to the public sidewalk. Sidewalk connecting entry
      door and public sidewalk shall have a width of 5 feet minimum.
   C. Required courtyard shall have a width that isof twelve (12) feet minimum.
   D. Required courtyard shall have a depth of twelve (12) feet minimum.
   E. Courtyard shall not exceed 1,200 square feet in area and shall be landscaped, with sidewalks connecting
      entry doors. Landscape shall cover 70% minimum of the courtyard’s ground area.
   F. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way per the requirements of the encroachment section in Section 2003.02.

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Forecourt Composition Requirements: Refer to Illustration 6.643 for frontage composition graphic reference for         Commented [JP148]: Add illustration.
building walls that face the courtyard and building walls that face the front and side streets.

   A. Entry door(s) shall have 25% minimum transparency.
   B. Entry door(s) may be at-grade or elevated and accessed by steps.
          1. At-grade entry door (zero-step) shall have one of the following treatments:
                    i. Covered with a supported roof (as depicted in the graphic). Roof shall be supported with
                       columns.
                   ii. Covered with a canopy. Canopy shall be cantilevered or supported by brackets or cables.
                  iii. Uncovered (with no canopy or supported roof).
                  iv. Recessed in building wall.
          2. Elevated entry door shall have one of the following treatments:
                    i. Covered with a supported roof. Roof shall be supported with columns.
                   ii. Covered with a canopy. Canopy shall be cantilevered or supported by brackets or cables.
          3. Elevated entry doors shall have a stoop (landing at door) that is minimum 4 feet deep and minimum
              4 feet wide.
   C. Transparency: Forecourt frontage shall have 10% to 40% of the facade be windows between the adjacent
      grade and the finish floor line of the second story. Entry door transparency shall be included as part of the
      required transparency calculation.
   D. Required 18” to 32” wide pilaster or wall surface spaced as indicated by Building Type.
   E.D.       Transparency Upper Stories: Building facades facing streets shall have 10% to 40% of the facade
      be windows between the finish floor line of the second story and bottom of cornice expression lineRefer to
      Building Type for transparency requirements of upper stories.

9.02 Building Type Frontage Option 2: Dooryard

Description: In a Dooryard Frontage Type, the facade of the building that faces the front street is setback a small
distance from the front and side streets, typically within a build-to-zone. The front property line is oftentimes
defined by a low wall, fence, or hedge, creating a small dooryard. The dooryard shall not provide public circulation
along the rights-of-way. The dooryard may be raised or at-grade and is most often intended for ground floor
residential.

Dooryard Location Requirements: Refer to Illustration 6.654 for frontage location graphic reference.                   Commented [JP149]: Add updated illustration
                                                                                                                       replacing D with C.
   A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. The ground area between the front and side street property lines and the main building facade shall have
      one of the following treatments depending on distance from the property line:
          1. Distance between building facade and property line is zero (0) to ten (10) feet: Ground area shall be
              paved to match public sidewalk.
          2. Distance between building facade and property line is greater than ten (10) feet: Ground area shall
              be landscaped with a sidewalk connecting the entry door to the public sidewalk. Sidewalk
              connecting entry door and public sidewalk shall have a width that is equal to the width of the
              widest part of the entry door recess.
              Additionally, one of the following landscape elements is required to be placed at the property line
              when the distance between facade and property line is greater than ten (10) feet:
                    i. A 24” to 42” high brick wall.
                   ii. A decorative metal fence that is 42” high maximum.
                  iii. A continuous hedge that is maintained at a 42” maximum height.
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          3. Ground area may be paved at distances greater than ten (10) feet when outdoor seating is
              proposed per approval of Planning Director and/or Planning Commission.
   C. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way and lightwells may extend into required setbacks per the requirements
      of the encroachment section in Section 2003.02.
   D. Wells may extend into required setbacks per the requirements of the encroachment section in Section
      2003.

Dooryard Composition Requirements: Refer to Illustration 6.665 for frontage composition graphic reference.              Commented [JP150]: Add illustration.
   A. Entry door(s) shall have 25% minimum transparency.
   B. Entry door(s) shall be at-grade (zero-step) and shall have one of the following treatments:
          1. Covered with a supported roof (as depicted in the graphic). Roof shall be supported with columns.
          2. Covered with a canopy. Canopy shall be cantilevered or supported by brackets or cables.
          3. Uncovered (with no canopy or supported roof).
          4. Recessed in building wall.
   C. Transparency: Dooryard frontage shall have 10% to 50% of the facade be windows between the adjacent
      grade and the finish floor line of the second story. Entry door transparency shall be included as part of the
      required transparency calculation.
   D. Required 18” to 32” wide pilaster or wall surface spaced as indicated by Building Type.
   E.D.       Transparency Upper Stories: Building facades facing streets shall have 10% to 40% of the facade
      be windows between the finish floor line of the second story and bottom of cornice expression lineRefer to
      Building Type for transparency requirements of upper stories.

9.03 Building Type Frontage Option 3: Stoop

Description: In a Stoop Frontage Type, the facade of the building that faces the front and/or side streets is setback
a small distance from the front and side streets, typically within a build-to-zone. The stoop is elevated above the
sidewalk. Steps or a ramp from the stoop may lead directly to the sidewalk or may be side-loaded.

Stoop Location Requirements: Refer to Illustration 6.676 for frontage location graphic reference.                       Commented [JP151]: Add updated illustration
                                                                                                                        replacing D with C.
   A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. The ground area between the front and side street property lines and the main building facade shall have
      one of the following treatments depending on distance from the property line:
          1. Distance between building facade and property line is zero (0) to ten (10) feet: Ground area shall be
              paved to match public sidewalk.
          2. Distance between building facade and property line is greater than ten (10) feet: Ground area shall
              be landscaped with a minimum 5 foot wide sidewalk connecting the entry door to the public
              sidewalk. Sidewalk connecting entry door and public sidewalk shall have a width of 5 feet
              minimum.
   C. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way and stoops, lightwells, and/or steps may extend into required setbacks
      per the requirements of the encroachment section in Section 2003.02.
   D. Stoops, wells, and/or steps may extend into required setbacks per the requirements of the encroachment
      section in Section 2003.

Stoop Composition Requirements: Refer to Illustration 6.687 for frontage composition graphic reference.                 Commented [JP152]: Add illustration.

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   A. Entry door(s) shall have 25% minimum transparency.
   B. Entry door(s) are required to be elevated above adjacent grade. Elevated entry doors shall have one of the
      following treatments:
          1. Covered with a supported roof. Roof shall be supported with columns.
          2. Covered with a canopy. Canopy shall be cantilevered or supported by brackets or cables.
   C. Depth of stoop landing shall be 4 feet minimum.
   D. Width of stoop landing shall be 5 feet minimum.
   E. Stoop shall be 18” minimum above adjacent grade.
   F. Transparency: Stoop frontage shall have 10% to 50% of the facade be windows between the adjacent
      grade and the finish floor line of the second story. Entry door transparency shall be included as part of the
      required transparency calculation.
   G. Transparency Upper Stories: Building facades facing streets shall have 10% to 40% of the facade be
      windows between the finish floor line of the second story and bottom of cornice expression lineRefer to
      Building Type for transparency requirements of upper stories.

9.04 Building Type Frontage Option 4: Projecting Porch

Description: In a Projecting Porch Frontage Type, the facade of the building that faces the front and/or side streets
is setback a medium distance from the front and side streets, typically within a build-to-zone. The resulting yard is
typically small and can be defined by a fence or hedge to spatially maintain the street edge. The projecting porch is
open on three sides and all habitable space of the building is located behind the rear edge of the porch. The porch
is elevated above the sidewalk. Steps from the porch may be on the front or side of the porch and shall lead
directly to the sidewalk.

Projecting Porch Location Requirements: Refer to Illustration 6.698 for frontage location graphic reference.            Commented [JP153]: Add updated illustration
                                                                                                                        replacing D with C.
   A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. The ground area between the front and side street property lines and the main building facade shall be
      landscaped with a sidewalk connecting the porch steps to the public sidewalk. Sidewalk connecting entry
      door and public sidewalk shall have a width of 5 feet minimum.
   C. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way and stoops, lightwells, and/or steps may extend into required setbacks
      per the requirements of the encroachment section in Section 2003.02.
   D. Stoops, wells, and/or steps may extend into required setbacks per the requirements of the encroachment
      section in Section 2003.

Projecting Porch Composition Requirements: Refer to Illustration 6.7069 for frontage composition graphic                Commented [JP154]: Add illustration.
reference.

   A.   Entry door(s) shall have 25% minimum transparency.
   B.   Depth of porch shall be 6 feet minimum.
   C.   Width of porch shall be 8 feet minimum.
   D.   Height of porch ceiling, measured from porch floor shall be 8 feet minimum.
   E.   Porch shall be 18” minimum above adjacent grade.
   F.   Projecting porches shall be open on three sides (no walls on three sides).
   G.   Furniture area shall be 4 feet x 6 feet minimum clear area.



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SECTION 2006 BUILDING TYPE STANDARDS
   H. Transparency: Porch frontage shall have 10% to 50% of the facade be windows between the adjacent
      grade and the finish floor line of the second story. Entry door transparency shall be included as part of the
      required transparency calculation.
   I. Transparency Upper Stories: Building facades facing streets shall have 10% to 40% of the facade be
      windows between the finish floor line of the second story and bottom of cornice expression lineRefer to
      Building Type for transparency requirements of upper stories.

2006.14 SMALL MULTI-PLEX BUILDING TYPE
1.0 BUILDING TYPE DESCRIPTION

The Small Multi-Plex Building Type is a medium-sized structure that consists of 3 to 6 side-by-side and/or stacked
dwelling units, typically with one shared entry or individual entries along the front. This Type has the appearance of
a large single-family house and is appropriately scaled to fit in single family neighborhoods. This Type enables
well-designed higher densities. It is an essential Building Type for providing a broad choice of housing types and
promoting walkability.

2.0 PRECEDENT OF SMALL MULTI-PLEX BUILDING TYPE                                                                          Commented [JP155]: Add images.
The following images represent precedent examples of the Small Multi-Plex Building Type. They are intended as
examples only and should be used for inspiration in the creation of this Building Type for projects within the
Muskegon Form Based Code area.

3.0 BUILDING SIZE AND MASSING

Refer to Illustration 6.710 for Building Type size and massing graphic representation.                                   Commented [JP156]: Add updated illustration
                                                                                                                         removing secondary wing and relabeling with
   A. Building width at front street: 48 feet maximum.                                                                   correct letters.
   B. Building depth: 48 feet maximum20 feet minimum.
   C. Building secondary wing depth (if secondary wing is used): 30 feet maximum.
   D.B.       Building secondary wing width (if secondary wing is used): 30 feet maximum.
   C. Building may have an attached garage located in the rear of the building and accessed from an alley or side
      street.
   D. Building may have a detached garage or a Carriage House. Refer to Carriage House Building Type in
      Section 2006.18 for requirements.
   E. Maximum site coverage: 70% including garage or Carriage House.

4.0 GROUND FLOOR ACTIVATION AND PEDESTRIAN ACCESS

Refer to Illustration 6.721 for Building Type ground floor activation and pedestrian access graphic representation.      Commented [JP157]: Add updated illustration
                                                                                                                         adding E.
   A. Main entrances shall be located along front street.
   B. Each unit may have an individual entry or units may be accessed from a common entrance and lobby.
   C. On corner lots, units may enter from a secondary side street individual entry or common entry.
   D. Units may enter from a secondary common entry or individual entry in the rear of the building.
   D.E.      Carriage House entrances shall be as required by the Carriage House Building Type in Section
      2006.18.

5.0 NUMBER OF UNITS

Number of units per Building Type:

   A. 3 units minimum, 6 units maximum per building.
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SECTION 2006 BUILDING TYPE STANDARDS
   B. Small Multi-plex Buildings per lot: 1 maximum.
   B.C.       An additional unit is permitted if Carriage House Building Type is used in conjunction with the Small
      Multi-plex Building.

6.0 USE

Building Type use:

   A. Uses are regulated by Context Area. Refer to Section 2005 for permitted uses in each Context Area.

7.0 FACADE COMPOSITION REQUIREMENTS

Refer to Illustration 6.732 for Building Type facade composition requirements.                                          Commented [JP158]: Add updated illustration
                                                                                                                        removing C and D.
   A. Building may have a flat roof with parapet or a pitched (sloped) roof.
   B. Buildings with flat roof shall have a cornice expression line at roofline.
   C. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of cornice expression line or eave.
   D. Transparency Street/Sidewalk Level: Refer to Building Frontage options for transparency requirements at
      the street and sidewalk level.
   E.C.       Upper windows shall be square or vertically proportioned with clear glass. Refer to definitions in
      Division 11 for clear glass requirements.

8.0 BUILDING TYPE STORY HEIGHT

Refer to Illustration 6.743 for Building Type story height requirements.                                                Commented [JP159]: Add illustration.
   A.   Ground floor ceiling shall be 8-109 feet minimum.
   B.   Upper floor ceilings shall be 8-10 feet minimum.
   C.   Overall height of Building Type is regulated by Context Area, refer to Section 2005.
   D.   On Building Type with flat roof option, the height of parapet wall shall be between 12” minimum and 4 feet
        maximum, measured from roof line.

9.0 BUILDING TYPE FRONTAGE OPTIONS                                                                                      Commented [JP160]: Add updated table
                                                                                                                        including Lakeside Context Areas.
The Small Multi-Plex Building Type is required to have 1 of the following 3 frontage configurations applied to the
ground level floor where it abuts front and side streets, civic space, and/or public rights-of-way.

Frontage options for the Small Multi-Plex Building Type are provided in the table below and described on the
following pages of this subsection.

9.01 Building Type Frontage Option 1: Stoop

Description: In a Stoop Frontage Type, the facade of the building that faces the front and/or side streets is setback
a small distance from the front and side streets, typically within a build-to-zone. The stoop is elevated above the
sidewalk. Steps or a ramp from the stoop may lead directly to the sidewalk or may be side-loaded.

Stoop Location Requirements: Refer to Illustration 6.754 for frontage location graphic reference.                       Commented [JP161]: Add updated illustration
                                                                                                                        replacing D with C.
   A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. The ground area between the front and side street property lines and the main building facade shall be
      landscaped with a minimum 5 foot wide sidewalk connecting the entry door to the public sidewalk.
      Sidewalk connecting entry door and public sidewalk shall have a width of 5 feet minimum.
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SECTION 2006 BUILDING TYPE STANDARDS
   C. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way and stoops, lightwells, and/or steps may extend into required setbacks
      per the requirements of the encroachment section in Section 2003.02.
   D. Stoops, wells, and/or steps may extend into required setbacks per the requirements of the encroachment
      section in Section 2003.

Stoop Composition Requirements: Refer to Illustration 6.765 for frontage composition graphic reference.                 Commented [JP162]: Add illustration.
   A. Entry door(s) are required to be elevated above adjacent grade. Elevated entry doors shall have one of the
      following treatments:
          1. Covered with a supported roof. Roof shall be supported with columns.
          2. Covered with a canopy. Canopy shall be cantilevered or supported by brackets or cables.
          3. Uncovered (with no canopy or supported roof).
   B. Depth of stoop landing shall be 4 feet minimum.
   C. Width of stoop landing shall be 5 feet minimum.
   D. Stoop shall be 12” minimum above adjacent grade.
   E. Transparency: Stoop frontage shall have 10% to 60% of the facade be windows between the adjacent
      grade and the finish floor line of the second story. Entry door transparency shall be included as part of the
      required transparency calculation.
   F. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of cornice expression line or
      eaveRefer to Building Type for transparency requirements of upper stories.

9.02 Building Type Frontage Option 2: Projecting Porch

Description: In a Projecting Porch Frontage Type, the facade of the building that faces the front and/or side streets
is setback a medium distance from the front and side streets, typically within a build-to-zone. The resulting yard is
typically small and can be defined by a fence or hedge to spatially maintain the street edge. The projecting porch is
open on three sides and all habitable space of the building is located behind the rear edge of the porch. The porch
is elevated above the sidewalk. Steps from the porch may be on the front or side of the porch and shall lead
directly to the sidewalk.

Projecting Porch Location Requirements: Refer to Illustration 6.776 for frontage location graphic reference.            Commented [JP163]: Add updated illustration
                                                                                                                        replacing D with C.
   A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. The ground area between the front and side street property lines and the main building facade shall be
      landscaped with a sidewalk connecting the porch steps to the public sidewalk. Sidewalk connecting entry
      door and public sidewalk shall have a width of 5 feet minimum.
   C. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way and stoops, lightwells, and/or steps may extend into required setbacks
      per the requirements of the encroachment section in Section 2003.02.
   D. Stoops, wells, and/or steps may extend into required setbacks per the requirements of the encroachment
      section in Section 2003.

Projecting Porch Composition Requirements: Refer to Illustration 6.787 for frontage composition graphic                 Commented [JP164]: Add illustration.
reference.

   A. Depth of porch shall be 6 feet minimum.
   B. Width of porch shall be 8 feet minimum.
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SECTION 2006 BUILDING TYPE STANDARDS
   C. Height of porch ceiling, measured from porch floor shall be 8 feet minimum.
   D. Porch shall be 18” minimum above adjacent grade.
   E. Projecting porches shall be open on three sides (no walls on three sides).
   F. Furniture area shall be 4 feet x 6 feet minimum clear area.
   G. Transparency: Porch frontage shall have 10% to 50% of the facade be windows between the adjacent
      grade and the finish floor line of the second story. Entry door transparency shall be included as part of the
      required transparency calculation.
   H. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of cornice expression line or
      eaveRefer to Building Type for transparency requirements of upper stories.

9.03 Building Type Frontage Option 3: Engaged Porch

Description: In an Engaged Porch Frontage Type, the facade of the building that faces the front and/or side streets
is setback a medium distance from the front and side streets, typically within a build-to-zone. The resulting yard is
typically small and can be defined by a fence or hedge to spatially maintain the street edge. The engaged porch
has two adjacent sides of the porch that are engaged to the building (connected to and enclosed by building walls)
while the other two sides are open. Steps from the porch may be on the front or side of the porch and shall lead
directly to the sidewalk.

Engaged Porch Location Requirements: Refer to Illustration 6.798 for frontage location graphic reference.               Commented [JP165]: Add updated illustration
                                                                                                                        replacing D with C.
   A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. The ground area between the front and side street property lines and the main building facade shall be
      landscaped with a sidewalk connecting the porch steps to the public sidewalk. Sidewalk connecting entry
      door and public sidewalk shall have a width of 5 feet minimum.
   C. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way and stoops, lightwells, and/or steps may extend into required setbacks
      per the requirements of the encroachment section in Section 2003.02.
   D. Stoops, wells, and/or steps may extend into required setbacks per the requirements of the encroachment
      section in Section 2003.

Engaged Porch Composition Requirements: Refer to Illustration 6.8079 for frontage composition graphic                   Commented [JP166]: Add illustration.
reference.

   A. Depth of porch shall be 6 feet minimum.
   B. Width of porch shall be 8 feet minimum.
   C. Height of porch ceiling, measured from porch floor shall be 8 feet minimum.
   D. Porch shall be 18” minimum above adjacent grade.
   E. Engaged porches shall be open on two sides (no walls on two sides).
   F. Engaged porches shall have building walls on two sides.
   G. A minimum of 33% of the building facade shall project either beyond the line of the porch columns or flush
      with the porch columns.
   H. Transparency: Porch frontage shall have 10% to 50% of the facade be windows between the adjacent
      grade and the finish floor line of the second story. Entry door transparency shall be included as part of the
      required transparency calculation.



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SECTION 2006 BUILDING TYPE STANDARDS
   I. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of cornice expression line or
      eaveRefer to Building Type for transparency requirements of upper stories.

2006.15 ROWHOUSE BUILDING TYPE
1.0 BUILDING TYPE DESCRIPTION

The Rowhouse Building Type is a small- to medium-sized attached structure that consists of 2 to 8 rowhouses
placed side-by-side. This Type is typically located within medium-density neighborhoods or in a location that
transitions from single-family to mixed-use. This Type enables well-designed higher densities. It is an essential
Building Type for providing a broad choice of housing types and promoting walkability.

2.0 PRECEDENT OF ROWHOUSE BUILDING TYPE                                                                               Commented [JP167]: Add images.
The following images represent precedent examples of the Rowhouse Building Type. They are intended as
examples only and should be used for inspiration in the creation of this Building Type for projects within the
Muskegon Form Based Code area.

3.0 BUILDING SIZE AND MASSING

Refer to Illustration 6.810 for Building Type size and massing graphic representation.                                Commented [JP168]: Add illustration.
   A. Building width at front street: 18 feet minimum and 36 feet maximum.
   B. Building depth: 20 feet minimum.
   C. Building may have an attached garage located in the rear of the building and accessed from an alley or side
      street. Attached garage is not permitted if a Carriage House is included on the parcel.
   D. Building may have a detached garage or a Carriage House in lieu of an attached garage. Refer to Carriage
      House Building Type in Section 2006.18 for requirements.
   E. Rowhouses per run of attached units: 2 minimum, 8 maximum.
   F. Maximum site coverage: 80% including garage or Carriage House.

4.0 GROUND FLOOR ACTIVATION AND PEDESTRIAN ACCESS

Refer to Illustration 6.821 for Building Type ground floor activation and pedestrian access graphic representation.   Commented [JP169]: Add illustration.
   A. Entrances to ground floor unit(s) are required to be located at the front and/or side street and shall be
      directly accessed from and face the street.
   B. Entrances to upper floor unit(s) are required to be located at the front and/or side street and shall be
      directly accessed from and face the street.
   C. Ground floor and upper floor unit(s) are required to have separate entrances.
   D. Carriage House entrances shall be as required by the Carriage House Building Type in Section 2006.18.

5.0 NUMBER OF UNITS

Number of units per Building Type:

   A. Total of 1 unit per building.
   B. Rowhouse Buildings per lot: 1 maximum.
   C. An additional unit is permitted if Carriage House Building Type is used in conjunction with the Rowhouse
      Building.

6.0 USE

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SECTION 2006 BUILDING TYPE STANDARDS
Building Type use:

   A. Uses are regulated by Context Area. Refer to Section 2005 for permitted uses in each Context Area.

7.0 FACADE COMPOSITION REQUIREMENTS

Refer to Illustration 6.832 for Building Type facade composition requirements.                                       Commented [JP170]: Add updated illustration
                                                                                                                     removing C, D, and F.
   A. Building shall have a flat roof with parapet or a pitched (sloped) roof.
   B. Buildings with flat roof shall have a cornice expression line at roofline.
   C. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of cornice expression line or eave.
   D. Transparency Street/Sidewalk Level: Refer to Building Frontage options for transparency requirements at
      the street and sidewalk level.
   E.C.       Upper windows shall be square or vertically proportioned with clear glass. Refer to definitions in
      Division 11 for clear glass requirements.
   F. Building shall have an 18” to 32” pilaster or wall surface every 18 to 36 feet along building facades facing
      streets. Pilasters shall extend vertically from grade to cornice expression line.

8.0 BUILDING TYPE STORY HEIGHT

Refer to Illustration 6.843 for Building Type story height requirements.                                             Commented [JP171]: Add illustration.
   A.   Ground floor ceiling shall be 8-1410 feet minimum.
   B.   Upper floor ceilings shall be 8-10 feet minimum.
   C.   Overall height of Building Type is regulated by Context Area, refer to Section 2005.
   D.   On Building Type with flat roof option, the height of parapet wall shall be between 12” minimum and 4 feet
        maximum, measured from roof line.

9.0 BUILDING TYPE FRONTAGE OPTIONS                                                                                   Commented [JP172]: Add updated table
                                                                                                                     including Lakeside Context Areas.
The Rowhouse Building Type is required to have 1 of the following 3 frontage configurations applied to the ground
level floor where it abuts front and side streets, civic space, and/or public rights-of-way.

Combination of Frontages: For Rowhouse Building Types, each individual rowhouse within a run, may have a
different frontage than its neighbor. All rowhouses within a run are not required to have the same frontage.

Frontage options for the Rowhouse Building Type are provided in the table below and described on the following
pages of this subsection.

9.01 Building Type Frontage Option 1: Lightwell

Description: In a Lightwell Frontage Type, the facade of the building that faces the front and/or side streets is
setback a small distance from the front and side streets, typically within a build-to-zone. This frontage has a
combined elevated terrace and sunken lightwell between the building wall and property line. This frontage type
buffers residential uses from urban sidewalks and removes the private yard from public encroachment.

Lightwell Location Requirements: Refer to Illustration 6.854 for frontage location graphic reference.                Commented [JP173]: Add updated illustration
                                                                                                                     replacing F with E.
   A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. The ground area between the front and side street property lines and the main building facade shall have
      one of the following treatments depending on distance from the property line:

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SECTION 2006 BUILDING TYPE STANDARDS
   1. Distance between building facade and property line is zero (0) to ten (10) feet: Ground area shall be paved
       to match public sidewalk. Unless the
   2.B.        Ddistance between the building facade and property line is greater than ten (10) feet: in which case
       the G ground area shall be landscaped with a minimum 5 foot wide sidewalk connecting the entry door to
       the public sidewalk. Sidewalk connecting entry door and public sidewalk shall have a width of 5 feet
       minimum.
   C. Required exterior stair from adjacent sidewalk grade down to sunken lightwell.
   D. Required exterior stair from adjacent sidewalk grade to elevated terrace.
   E. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
       extend into the public right-of-way and stoops, lightwells, and/or steps may extend into required setbacks
       per the requirements of the encroachment section in Section 2003.02.
   F. Stoops, wells, and/or steps may extend into required setbacks per the requirements of the encroachment
       section in Section 2003.

Lightwell Composition Requirements: Refer to Illustration 6.865 for frontage composition graphic reference.               Commented [JP174]: Add updated illustration
                                                                                                                          removing H.
   A. Entry door(s) are required to be elevated. Elevated entry doors shall have one of the following treatments:
           1. Covered with a canopy. Canopy shall be cantilevered or supported by brackets or cables. (As
               depicted in the graphic).
           2. Uncovered (with no canopy or supported roof).
   B. Depth of required terrace shall be 4 feet minimum and 8 feet maximum.
   C. Terrace shall be 3 feet minimum above adjacent grade.
   D. Depth of required lightwell shall be 6 feet minimum and 10 feet maximum.
   E. Transparency First Floor: Lightwell frontage shall have 10% to 50% of the facade be windows between the
      finish floor line of the first story and the finish floor line of the second story. Entry door transparency shall
      be included as part of the required transparency calculation.
   F. Transparency Lightwell: Lightwell frontage shall have 10% to 30% of the facade be windows between the
      finish floor line of the first story and the finish floor line of the lightwell (basement).
   G. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of cornice expression line or
      eaveRefer to Building Type for transparency requirements of upper stories.
   H. Required 18” to 32” wide pilaster or wall surface spaced as indicated by Building Type.

9.02 Building Type Frontage Option 2: Stoop

Description: In a Stoop Frontage Type, the facade of the building that faces the front and/or side streets is setback
a small distance from the front and side streets, typically within a build-to-zone. The stoop is elevated above the
sidewalk. Steps or a ramp from the stoop may lead directly to the sidewalk or may be side-loaded.

Stoop Location Requirements: Refer to Illustration 6.876 for frontage location graphic reference.                         Commented [JP175]: Add updated illustration
                                                                                                                          replacing D with C.
   A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. The ground area between the front and side street property lines and the main building facade shall be
      landscaped with a minimum 5 foot wide sidewalk connecting the entry door to the public sidewalk.
      Sidewalk connecting entry door and public sidewalk shall have a width of 5 feet minimum.
   C. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way and stoops, lightwells, and/or steps may extend into required setbacks
      per the requirements of the encroachment section in Section 2003.02.

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SECTION 2006 BUILDING TYPE STANDARDS
   D. Stoops, wells, and/or steps may extend into required setbacks per the requirements of the encroachment
      section in Section 2003.

Stoop Composition Requirements: Refer to Illustration 6.887 for frontage composition graphic reference.                 Commented [JP176]: Add illustration.
   A. Entry door(s) are required to be elevated above adjacent grade. Elevated entry doors shall have one of the
      following treatments:
          1. Covered with a supported roof. Roof shall be supported with columns.
          2. Covered with a canopy. Canopy shall be cantilevered or supported by brackets or cables (as
              depicted in graphic).
          3. Uncovered (with no canopy or supported roof).
   B. Depth of stoop landing shall be 4 feet minimum.
   C. Width of stoop landing shall be 5 feet minimum.
   D. Stoop shall be 18” minimum above adjacent grade.
   E. Transparency: Stoop frontage shall have 10% to 50% of the facade be windows between the adjacent
      grade and the finish floor line of the second story. Entry door transparency shall be included as part of the
      required transparency calculation.
   F. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of cornice expression line or
      eaveRefer to Building Type for transparency requirements of upper stories.

9.03 Building Type Frontage Option 3: Projecting Porch

Description: In a Projecting Porch Frontage Type, the facade of the building that faces the front and/or side streets
is setback a medium distance from the front and side streets, typically within a build-to-zone. The resulting yard is
typically small and can be defined by a fence or hedge to spatially maintain the street edge. The projecting porch is
open on three sides and all habitable space of the building is located behind the rear edge of the porch. The porch
is elevated above the sidewalk. Steps from the porch may be on the front or side of the porch and shall lead
directly to the sidewalk.

Projecting Porch Location Requirements: Refer to Illustration 6.898 for frontage location graphic reference.            Commented [JP177]: Add updated illustration
                                                                                                                        replacing D with C.
   A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. The ground area between the front and side street property lines and the main building facade shall be
      landscaped with a sidewalk connecting the porch steps to the public sidewalk. Sidewalk connecting entry
      door and public sidewalk shall have a width of 5 feet minimum.
   C. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way and stoops, lightwells, and/or steps may extend into required setbacks
      per the requirements of the encroachment section in Section 2003.02.
   D. Stoops, wells, and/or steps may extend into required setbacks per the requirements of the encroachment
      section in Section 2003.

Projecting Porch Composition Requirements: Refer to Illustration 6.9089 for frontage composition graphic                Commented [JP178]: Add illustration.
reference.

   A.   Depth of porch shall be 6 feet minimum.
   B.   Width of porch shall be 8 feet minimum.
   C.   Height of porch ceiling, measured from porch floor shall be 8 feet minimum.
   D.   Porch shall be 18” minimum above adjacent grade.
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SECTION 2006 BUILDING TYPE STANDARDS
   E. Projecting porches shall be open on three sides (no walls on three sides).
   F. Furniture area shall be 4 feet x 6 feet minimum clear area.
   G. Transparency: Porch frontage shall have 10% to 50% of the facade be windows between the adjacent
      grade and the finish floor line of the second story. Entry door transparency shall be included as part of the
      required transparency calculation.
   H. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of cornice expression line or
      eaveRefer to Building Type for transparency requirements of upper stories.

2006.16 DUPLEX BUILDING TYPE
1.0 BUILDING TYPE DESCRIPTION

The Duplex Building Type is a small- to medium-sized detached structure that consists of two side-by-side or
stacked dwelling units, both facing the street and within a single building massing. This Type has the appearance
of a medium-sized single-family house and is appropriately scaled to fit in single family neighborhoods. This Type
enables well-designed higher densities. It is an essential Building Type for providing a broad choice of housing
types.

2.0 PRECEDENT OF DUPLEX BUILDING TYPE                                                                                 Commented [JP179]: Add images.
The following images represent precedent examples of the Duplex Building Type. They are intended as examples
only and should be used for inspiration in the creation of this Building Type for projects within the Muskegon Form
Based Code area.

3.0 BUILDING SIZE AND MASSING

Refer to Illustration 6.910 for Building Type size and massing graphic representation.                                Commented [JP180]: Add illustration.
   A. Building width at front street: 48 feet maximum.
   B. Building depth: 20 feet minimum.
   C. Building may have an attached garage located in the rear of the building and accessed from an alley or side
      street. Attached garage is not permitted if a Carriage House is included on the parcel.
   D. Building may have a detached garage or a Carriage House in lieu of an attached garage. Refer to Carriage
      House Building Type in Section 2006.18 for requirements.
   E. Maximum site coverage: 50% including garage or Carriage House.

4.0 GROUND FLOOR ACTIVATION AND PEDESTRIAN ACCESS

Refer to Illustration 6.921 for Building Type ground floor activation and pedestrian access graphic representation.   Commented [JP181]: Add illustration.
   A. Entrances to ground floor unit(s) are required to be located at the front and/or side street and shall be
      directly accessed from and face the street.
   B. Entrances to upper floor unit(s) are required to be located at the front and/or side street and shall be
      directly accessed from and face the street. Existing Detached House Buildings may add an additional unit
      without meeting this requirement.
   C. Carriage House entrances shall be as required by the Carriage House Building Type in Section 2006.18.

5.0 NUMBER OF UNITS

Number of units per Building Type:

   A. Total of 2 units per building.
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SECTION 2006 BUILDING TYPE STANDARDS
   B. Duplex Buildings per lot: 1 maximum.
   C. An additional unit is permitted if Carriage House Building Type is used in conjunction with the Duplex
      Building.

6.0 USE

Building Type use:

   B. Uses are regulated by Context Area. Refer to Section 2005 for permitted uses in each Context Area.

7.0 FACADE COMPOSITION REQUIREMENTS

Refer to Illustration 6.932 for Building Type facade composition requirements.                                          Commented [JP182]: Add updated illustration
                                                                                                                        removing B and C.
   A. Building shall have a pitched (sloped) roof that is compatible to the surrounding residential architecture.
   B. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of the eave.
   C. Transparency Street/Sidewalk Level: Refer to Building Frontage options for transparency requirements at
      the street and sidewalk level.
   D.B.       Upper windows shall be square or vertically proportioned with clear glass. Refer to definitions in
      Division 11 for clear glass requirements.

8.0 BUILDING TYPE STORY HEIGHT

Refer to Illustration 6.943 for Building Type story height requirements.                                                Commented [JP183]: Add illustration.
   A. Ground floor ceiling shall be 8-109 feet minimum.
   B. Upper floor ceilings shall be 8-10 feet minimum.
   C. Overall height of Building Type is regulated by Context Area, refer to Section 2005.

9.0 BUILDING TYPE FRONTAGE OPTIONS                                                                                      Commented [JP184]: Add updated table
                                                                                                                        including Lakeside Context Areas.
The Duplex Building Type is required to have 1 of the following 3 frontage configurations applied to the ground level
floor where it abuts front and side streets, civic space, and/or public rights-of-way.

Frontage options for the Duplex Building Type are provided in the table below and described on the following pages
of this subsection.

9.01 Building Type Frontage Option 1: Stoop

Description: In a Stoop Frontage Type, the facade of the building that faces the front and/or side streets is setback
a small distance from the front and side streets, typically within a build-to-zone. The stoop is elevated above the
sidewalk. Steps or a ramp from the stoop may lead directly to the sidewalk or may be side-loaded.

Stoop Location Requirements: Refer to Illustration 6.954 for frontage location graphic reference.                       Commented [JP185]: Add updated illustration
                                                                                                                        replacing D with C.
   A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. The ground area between the front and side street property lines and the main building facade shall be
      landscaped with a minimum 5 foot wide sidewalk connecting the entry door to the public sidewalk.
      Sidewalk connecting stoop and public sidewalk shall be minimum 5 feet wide.
   C. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way and stoops, lightwells, and/or steps may extend into required setbacks
      per the requirements of the encroachment section in Section 2003.02.
                                                        85




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SECTION 2006 BUILDING TYPE STANDARDS
   D. Stoops, wells, and/or steps may extend into required setbacks per the requirements of the encroachment
      section in Section 2003.

Stoop Composition Requirements: Refer to Illustration 6.965 for frontage composition graphic reference.                 Commented [JP186]: Add illustration.
   A. Entry door(s) are required to be elevated above adjacent grade. Elevated entry doors shall have one of the
      following treatments:
          1. Covered with a supported roof. Roof shall be supported with columns (as depicted in the graphic).
          2. Uncovered (with no canopy or supported roof).
   B. Depth of stoop landing shall be 4 feet minimum.
   C. Width of stoop landing shall be 5 feet minimum.
   D. Stoop shall be 12” minimum above adjacent grade.
   E. Transparency: Stoop frontage shall have 40% to 60% of the facade be windows between the adjacent
      grade and the finish floor line of the second story. Entry door transparency shall be included as part of the
      required transparency calculation.
   F. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of the eaveRefer to Building Type for
      transparency requirements of upper stories.

9.02 Building Type Frontage Option 2: Projecting Porch

Description: In a Projecting Porch Frontage Type, the facade of the building that faces the front and/or side streets
is setback a medium distance from the front and side streets, typically within a build-to-zone. The resulting yard is
typically small and can be defined by a fence or hedge to spatially maintain the street edge. The projecting porch is
open on three sides and all habitable space of the building is located behind the rear edge of the porch. The porch
is elevated above the sidewalk. Steps from the porch may be on the front or side of the porch and shall lead
directly to the sidewalk.

Projecting Porch Location Requirements: Refer to Illustration 6.976 for frontage location graphic reference.            Commented [JP187]: Add updated illustration
                                                                                                                        replacing D with C.
   A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. The ground area between the front and side street property lines and the main building facade shall be
      landscaped with a sidewalk connecting the porch steps to the public sidewalk. Sidewalk connecting entry
      door and public sidewalk shall have a width of 5 feet minimum.
   C. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way and stoops, lightwells, and/or steps may extend into required setbacks
      per the requirements of the encroachment section in Section 2003.02.
   D. Stoops, wells, and/or steps may extend into required setbacks per the requirements of the encroachment
      section in Section 2003.

Projecting Porch Composition Requirements: Refer to Illustration 6.987 for frontage composition graphic                 Commented [JP188]: Add illustration.
reference.

   A.   Depth of porch shall be 6 feet minimum.
   B.   Width of porch shall be 8 feet minimum.
   C.   Height of porch ceiling, measured from porch floor shall be 8 feet minimum.
   D.   Porch shall be 18” minimum above adjacent grade.
   E.   Projecting porches shall be open on three sides (no walls on three sides).
   F.   Furniture area shall be 4 feet x 6 feet minimum clear area.
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SECTION 2006 BUILDING TYPE STANDARDS
   G. Transparency: Porch frontage shall have 10% to 50% of the facade be windows between the adjacent
      grade and the finish floor line of the second story. Entry door transparency shall be included as part of the
      required transparency calculation.
   H. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of the eaveRefer to Building Type for
      transparency requirements of upper stories.

9.03 Building Type Frontage Option 3: Engaged Porch

Description: In an Engaged Porch Frontage Type, the facade of the building that faces the front and/or side streets
is setback a medium distance from the front and side streets, typically within a build-to-zone. The resulting yard is
typically small and can be defined by a fence or hedge to spatially maintain the street edge. The engaged porch
has two adjacent sides of the porch that are engaged to the building (connected to and enclosed by building walls)
while the other two sides are open. Steps from the porch may be on the front or side of the porch and shall lead
directly to the sidewalk.

Engaged Porch Location Requirements: Refer to Illustration 6.998 for frontage location graphic reference.               Commented [JP189]: Add updated illustration
                                                                                                                        replacing D with C.
   A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. The ground area between the front and side street property lines and the main building facade shall be
      landscaped with a sidewalk connecting the porch steps to the public sidewalk. Sidewalk connecting entry
      door and public sidewalk shall have a width of 5 feet minimum.
   C. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way and stoops, lightwells, and/or steps may extend into required setbacks
      per the requirements of the encroachment section in Section 2003.02.
   D. Stoops, wells, and/or steps may extend into required setbacks per the requirements of the encroachment
      section in Section 2003.

Engaged Porch Composition Requirements: Refer to Illustration 6.10099 for frontage composition graphic                  Commented [JP190]: Add illustration.
reference.

   A. Depth of porch shall be 6 feet minimum.
   B. Width of porch shall be 8 feet minimum.
   C. Height of porch ceiling, measured from porch floor shall be 8 feet minimum.
   D. Porch shall be 18” minimum above adjacent grade.
   E. Engaged porches shall be open on two sides (no walls on two sides).
   F. Engaged porches shall have building walls on two sides.
   G. A minimum of 33% of the building facade shall project either beyond the line of the porch columns or flush
      with the porch columns.
   H. Transparency: Porch frontage shall have 10% to 50% of the facade be windows between the adjacent
      grade and the finish floor line of the second story. Entry door transparency shall be included as part of the
      required transparency calculation.
   I. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of the eaveRefer to Building Type for
      transparency requirements of upper stories.

2006.17 DETACHED HOUSE BUILDING TYPE
1.0 BUILDING TYPE DESCRIPTION

                                                         87




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SECTION 2006 BUILDING TYPE STANDARDS
The Detached House Building Type is a small- to medium-sized detached structure that incorporates one dwelling
unit. It is typically located within a primarily single-family neighborhood in a walkable urban setting. This Type
enables well-designed higher densities. It is an essential Building Type for providing a broad choice of housing
types.

2.0 PRECEDENT OF DETACHED HOUSE BUILDING TYPE                                                                          Commented [JP191]: Add images.
The following images represent precedent examples of the Detached House Building Type. They are intended as
examples only and should be used for inspiration in the creation of this Building Type for projects within the
Muskegon Form Based Code area.

3.0 BUILDING SIZE AND MASSING

Refer to Illustration 6.1010 for Building Type size and massing graphic representation.                                Commented [JP192]: Add illustration.
   A. Building width at front street: 36 feet maximum.
   B. Building depth: 20 feet minimum.
   C. Building may have an attached garage located in the rear of the building and accessed from an alley or side
      street. Attached garage is not permitted if a Carriage House is included on the parcel.
   D. Building may have a detached garage or a Carriage House in lieu of an attached garage. Refer to Carriage
      House Building Type in Section 2006.18 for requirements.
   E. Maximum site coverage: 50% including garage or Carriage House.

4.0 GROUND FLOOR ACTIVATION AND PEDESTRIAN ACCESS

Refer to Illustration 6.1021 for Building Type ground floor activation and pedestrian access graphic representation.   Commented [JP193]: Add illustration.
   A. Main entrance is required to be located at the front and shall be directly accessed from and face the street.
   B. Carriage House entrances shall be as required by the Carriage House Building Type in Section 2006.18.

5.0 NUMBER OF UNITS

Number of units per Building Type:

   A. Total of 1 unit per building.
   B. Detached House Buildings per lot: 1 maximum.
   C. An additional unit is permitted if Carriage House Building Type is used in conjunction with the Detached
      House Building.

6.0 USE

Building Type use:

   A. Uses are regulated by Context Area. Refer to Section 2005 for permitted uses in each Context Area.

7.0 FACADE COMPOSITION REQUIREMENTS

Refer to Illustration 6.1032 for Building Type facade composition requirements.                                        Commented [JP194]: Add illustration.
   A. Building shall have a pitched (sloped) roof that is compatible to the surrounding residential architecture.
   B. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of the eave.
   C. Transparency Street/Sidewalk Level: Refer to Building Frontage options for transparency requirements at
      the street and sidewalk level.

                                                         88




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SECTION 2006 BUILDING TYPE STANDARDS
   D.B.       Upper windows shall be square or vertically proportioned with clear glass. Refer to definitions in
      Division 11 for clear glass requirements.

8.0 BUILDING TYPE STORY HEIGHT

Refer to Illustration 6.1043 for Building Type story height requirements.                                               Commented [JP195]: Add illustration.
   A. Ground floor ceiling shall be 8-109 feet minimum.
   B. Upper floor ceilings shall be 8-10 feet minimum.
   C. Overall height of Building Type is regulated by Context Area, refer to Section 2005.

9.0 BUILDING TYPE FRONTAGE OPTIONS                                                                                      Commented [JP196]: Add updated table
                                                                                                                        including Lakeside Context Areas.
The Detached House Building Type is required to have 1 of the following 3 frontage configurations applied to the
ground level floor where it abuts front and side streets, civic space, and/or public rights-of-way.

Frontage options for the Detached House Building Type are provided in the table below and described on the
following pages of this subsection.

9.01 Building Type Frontage Option 1: Stoop

Description: In a Stoop Frontage Type, the facade of the building that faces the front and/or side streets is setback
a small distance from the front and side streets, typically within a build-to-zone. The stoop is elevated above the
sidewalk. Steps or a ramp from the stoop may lead directly to the sidewalk or may be side-loaded.

Stoop Location Requirements: Refer to Illustration 6.1054 for frontage location graphic reference.                      Commented [JP197]: Add updated illustration
                                                                                                                        replacing D with C.
   A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. The ground area between the front and side street property lines and the main building facade shall be
      landscaped with a minimum 5 foot wide sidewalk connecting the entry door to the public sidewalk.
      Sidewalk connecting stoop and public sidewalk shall be minimum 5 feet wide.
   C. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way and stoops, lightwells, and/or steps may extend into required setbacks
      per the requirements of the encroachment section in Section 2003.02.
   D. Stoops, wells, and/or steps may extend into required setbacks per the requirements of the encroachment
      section in Section 2003.

Stoop Composition Requirements: Refer to Illustration 6.1065 for frontage composition graphic reference.                Commented [JP198]: Add illustration.
   A. Entry door(s) are required to be elevated above adjacent grade. Elevated entry doors shall have one of the
      following treatments:
          1. Covered with a supported roof. Roof shall be supported with columns (as depicted in the graphic).
          2. Uncovered (with no canopy or supported roof).
   B. Depth of stoop landing shall be 4 feet minimum.
   C. Width of stoop landing shall be 5 feet minimum.
   D. Stoop shall be 12” minimum above adjacent grade.
   E. Transparency: Stoop frontage shall have 40% to 60% of the facade be windows between the adjacent
      grade and the finish floor line of the second story. Entry door transparency shall be included as part of the
      required transparency calculation.



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SECTION 2006 BUILDING TYPE STANDARDS
   F. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of the eaveRefer to Building Type for
      transparency requirements of upper stories.

9.02 Building Type Frontage Option 2: Projecting Porch

Description: In a Projecting Porch Frontage Type, the facade of the building that faces the front and/or side streets
is setback a medium distance from the front and side streets, typically within a build-to-zone. The resulting yard is
typically small and can be defined by a fence or hedge to spatially maintain the street edge. The projecting porch is
open on three sides and all habitable space of the building is located behind the rear edge of the porch. The porch
is elevated above the sidewalk. Steps from the porch may be on the front or side of the porch and shall lead
directly to the sidewalk.

Projecting Porch Location Requirements: Refer to Illustration 6.1076 for frontage location graphic reference.           Commented [JP199]: Add updated illustration
                                                                                                                        replacing D with C.
   A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. The ground area between the front and side street property lines and the main building facade shall be
      landscaped with a sidewalk connecting the porch steps to the public sidewalk. Sidewalk connecting entry
      door and public sidewalk shall have a width of 5 feet minimum.
   C. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way and stoops, lightwells, and/or steps may extend into required setbacks
      per the requirements of the encroachment section in Section 2003.02.
   D. Stoops, wells, and/or steps may extend into required setbacks per the requirements of the encroachment
      section in Section 2003.

Projecting Porch Composition Requirements: Refer to Illustration 6.1087 for frontage composition graphic                Commented [JP200]: Add illustration.
reference.

   A. Depth of porch shall be 6 feet minimum.
   B. Width of porch shall be 8 feet minimum.
   C. Height of porch ceiling, measured from porch floor shall be 8 feet minimum.
   D. Porch shall be 18” minimum above adjacent grade.
   E. Projecting porches shall be open on three sides (no walls on three sides).
   F. Furniture area shall be 4 feet x 6 feet minimum clear area.
   G. Transparency: Porch frontage shall have 10% to 50% of the facade be windows between the adjacent
      grade and the finish floor line of the second story. Entry door transparency shall be included as part of the
      required transparency calculation.
   H. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of the eaveRefer to Building Type for
      transparency requirements of upper stories.

9.03 Building Type Frontage Option 3: Engaged Porch

Description: In an Engaged Porch Frontage Type, the facade of the building that faces the front and/or side streets
is setback a medium distance from the front and side streets, typically within a build-to-zone. The resulting yard is
typically small and can be defined by a fence or hedge to spatially maintain the street edge. The engaged porch
has two adjacent sides of the porch that are engaged to the building (connected to and enclosed by building walls)
while the other two sides are open. Steps from the porch may be on the front or side of the porch and shall lead
directly to the sidewalk.
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SECTION 2006 BUILDING TYPE STANDARDS
Engaged Porch Location Requirements: Refer to Illustration 6.1098 for frontage location graphic reference.              Commented [JP201]: Add updated illustration
                                                                                                                        replacing D with C.
   A. The building facade(s) are required to be placed within a build-to-zone as required by the building site
      placement requirements in the Context Area section. Refer to Section 2005.
   B. The ground area between the front and side street property lines and the main building facade shall be
      landscaped with a sidewalk connecting the porch steps to the public sidewalk. Sidewalk connecting entry
      door and public sidewalk shall have a width of 5 feet minimum.
   C. Balconies, awnings, canopies, cornices, upper bays, and projecting signsArchitectural elements may
      extend into the public right-of-way and stoops, lightwells, and/or steps may extend into required setbacks
      per the requirements of the encroachment section in Section 2003.02.
   D. Stoops, wells, and/or steps may extend into required setbacks per the requirements of the encroachment
      section in Section 2003.

Engaged Porch Composition Requirements: Refer to Illustration 6.11009 for frontage composition graphic                  Commented [JP202]: Add illustration.
reference.

   A. Depth of porch shall be 6 feet minimum.
   B. Width of porch shall be 8 feet minimum.
   C. Height of porch ceiling, measured from porch floor shall be 8 feet minimum.
   D. Porch shall be 18” minimum above adjacent grade.
   E. Engaged porches shall be open on two sides (no walls on two sides).
   F. Engaged porches shall have building walls on two sides.
   G. A minimum of 33% of the building facade shall project either beyond the line of the porch columns or flush
      with the porch columns.
   H. Transparency: Porch frontage shall have 10% to 50% of the facade be windows between the adjacent
      grade and the finish floor line of the second story. Entry door transparency shall be included as part of the
      required transparency calculation.
   I. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of the eaveRefer to Building Type for
      transparency requirements of upper stories.

2006.18 CARRIAGE HOUSE BUILDING TYPE
1.0 BUILDING TYPE DESCRIPTION

The Carriage House Building Type is an accessory structure typically located at the rear of a lot. It typically
provides either a small residential unit or home office space which could be located at ground-level, above, or
adjacent to a first floor garage. This Type is important for providing affordable housing choices that are integrated
into diverse neighborhoods. This Type shall only be used in conjunction with the Detached House, Duplex,
Rowhouse, Live/Work, or Small Multi-plex Building Types.

2.0 PRECEDENT OF CARRIAGE HOUSE BUILDING TYPE                                                                           Commented [JP203]: Add images.
The following images represent precedent examples of the Carriage House Building Type. They are intended as
examples only and should be used for inspiration in the creation of this Building Type for projects within the
Muskegon Form Based Code area.

3.0 BUILDING SIZE AND MASSING

Refer to Illustration 6.1110 for Building Type size and massing graphic representation.                                 Commented [JP204]: Add illustration.
   A. Building width (side facing street): 36 feet maximum.
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SECTION 2006 BUILDING TYPE STANDARDS
   B. Building depth: 20 feet minimum.
   C. Separation from main building: 10 6 feet minimum. Carriage house may be connected to the main building
      with an uninhabitable space such as a breezeway.
   D. Carriage House Building Type is only allowed on lots where the main building has a residential use and is
      one of the following building types:
          1. Small Multi-plex Building Type
          2. Live/Work Building Type
          3. Rowhouse Building Type
          4. Duplex Building Type
          5. Detached House Building Type
   E. Maximum site coverage: Lot coverage of Carriage House shall be included in the lot coverage requirements
      of the main building.
   F. Building footprint shall not exceed the footprint of the main building on the lot.

4.0 GROUND FLOOR ACTIVATION AND PEDESTRIAN ACCESS

Refer to Illustration 6.1121 for Building Type ground floor activation and pedestrian access graphic representation.   Commented [JP205]: Add illustration.
   A.   Main entrance is required to be accessed from the alley, side street, or internal to the lot.
   B.   Main entrance shall not be through a garage.
   C.   Parking may be accessed from the alley, side street, or front street.
   D.   Parking may be accessed from the front street only when there is no adjacent alley or side street.

5.0 NUMBER OF UNITS

Number of units per Building Type:

   A. Total of 1 unit per building.
   B. Carriage House Buildings per lot: 1 maximum.

6.0 USE

Building Type use:

   A. Uses are regulated by Context Area. Refer to Section 2005 for permitted uses in each Context Area.

7.0 FACADE COMPOSITION REQUIREMENTS

Refer to Illustration 6.1132 for Building Type facade composition requirements.                                        Commented [JP206]: Add illustration.
   A. Building shall have a flat roof with cornice expression line or pitched (sloped) roof that is compatible with
      the architecture of the main building.
   B. Transparency Upper Stories: Building facades facing streets shall have 10% to 50% of the facade be
      windows between the finish floor line of the second story and bottom of the cornice expression line or
      eave.
   C. Transparency Street/Sidewalk Level: Building facades facing streets shall have 10% to 50% of the facade
      be windows between the adjacent grade and the finish floor line of the second story.
   D. Upper windows shall be square or vertically proportioned with clear glass. Refer to definitions in Division
      11 for clear glass requirements.

8.0 BUILDING TYPE STORY HEIGHT

Refer to Illustration 6.1143 for Building Type story height requirements.                                              Commented [JP207]: Add illustration.
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SECTION 2006 BUILDING TYPE STANDARDS
   A. Ground floor ceiling shall be 8-10 feet minimum.
   B. Upper floor ceilings shall be 8-10 feet minimum.
   C. Overall height of Building Type shall not exceed the height of the main building on the lot.

9.0 BUILDING TYPE FRONTAGE OPTIONS

The Carriage House Building Type is not required to have a frontage type.

2006.19 CIVIC BUILDING TYPE
1.0 BUILDING TYPE DESCRIPTION

The Civic Building Type is a small-, medium- or large-sized detached structure that incorporates uses of special
public importance including, but not limited to municipal buildings, churches, libraries and schools. Civic
Buildings typically have less form regulations than other Building Types because their prominence within the
community requires more iconic and distinctive form.

2.0 PRECEDENT OF CIVIC BUILDING TYPE                                                                                  Commented [JP208]: Add images.
The following images represent precedent examples of the Civic Building Type. They are intended as examples
only and should be used for inspiration in the creation of this Building Type for projects within the Muskegon Form
Based Code area.

3.0 BUILDING SIZE AND MASSING

Civic Building size and massing is not regulated by this Form Based Code. Generally Civic Buildings shall have a
significant presence within the community.

4.0 GROUND FLOOR ACTIVATION AND PEDESTRIAN ACCESS

Civic Building ground floor activation is not regulated by this Form Based Code. Generally Civic Buildings shall
have an activated ground floor with pedestrian entrances and windows facing street, rights-of-way, and civic
space.

5.0 NUMBER OF UNITS

Number of units is not applicable to this Building Type.

6.0 USE

Building Type use:

   B. Uses are regulated by Context Area. Refer to Section 2005 for permitted uses in each Context Area.

7.0 FACADE COMPOSITION REQUIREMENTS

Civic Building facade composition is not regulated by this Form Based Code. Generally Civic Buildings shall have a
design elements and materials that represent their significant presence within the community.

Facade composition should be respectful and compatible with the surrounding context.

8.0 BUILDING TYPE STORY HEIGHT

Overall height of Building Type is regulated by Context Area, refer to Section 2005.

9.0 BUILDING TYPE FRONTAGE OPTIONS

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SECTION 2006 BUILDING TYPE STANDARDS
Civic Building frontages are not regulated by this Form Based Code. Generally Civic Buildings shall have a frontage
that allows for pedestrian access and transparency that represent their significant presence within the
community.




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SECTION 2007 PUBLIC REALM TYPE STANDARDS

SECTION 2007 PUBLIC REALM TYPE STANDARDS[RESERVED]

2007.00 PURPOSE

Section 2007 identifies Public Realm Type Standards established for each of the Context Areas within the City of
Muskegon Form Based Code. Each of the Public Realm Types is defined by a Public Realm Assembly which
includes the attributes which may occur within the public right-of-way for specific Public Realms.

Attributes for each Public Realm Type include standards for sidewalks, street tree planting, thoroughfares
(vehicular zones), on-street parking, streetscapes, and bike lanes. These standards ensure that the Public Realm
is consistent with the desires and outcomes of the 2003 Imagine Muskegon Plan, the 2008 Downtown and
Lakeshore Redevelopment Plan, and the 2015 City of Muskegon Parking Strategy.

Public Realm Standards support the urban form that is required by the Muskegon Form Based Code and should be
considered when streets and sidewalks are reconstructed within the Form Based Code District.

2007.01 APPLICABILITY

The City of Muskegon will configure and adjust the Public Realm Types as necessary for specific conditions. In
instances where private development participates with the City for public realm improvements, these standards
shall be coordinated with the City of Muskegon.

2007.02 PUBLIC REALM MOBILITY CHOICE

The Public Realm and the thoroughfares that they represent are intended to balance the needs of all types of
traffic – auto, bicycle, and pedestrian – to maximize mobility and convenience for all the citizens and users of the
respective Context Areas within the Muskegon Form Based Code District.

While the thoroughfares of all Public Realms will appropriately balance pedestrian and automobile needs, their
character will vary by specific location. Some thoroughfares will carry a large volume of both automobile and
pedestrian traffic and provide a more intense urban experience while others will provide more intimately scaled
streets and public space.

The Public Realm Type Standards illustrate typical configurations for the rights-of-way within the Form Based
Code District. The City will configure and adjust these as necessary for specific conditions with the intent of
balancing access and mobility for all users.

When balancing this mobility choice, street design shall consider the safety, comfort, and convenience of
pedestrians, bicyclists, transit users, and motor vehicle drivers. Balance in all types of transportation and
development of transportation infrastructure shall accommodate all users, so that even the most vulnerable –
children, elderly, and persons with disabilities – can use and travel safely within the public rights-of-way.




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To create these balanced streets, a pedestrian-first policy should establish modal hierarchy. This modal hierarchy
(refer to figure below) inverts the dominant, auto-based paradigm so that downtown Muskegon’s transportation
network can grow safely, sustainably, and equitably into the 21st Century.

When considering public realm improvements within the Form Based Code District, transportation projects and
programs, from design to implementation to maintenance, should favor pedestrians first, then transit riders,
cyclists, and finally, vehicular traffic.

PEDESTRIAN FIRST MODAL HIERARCHY

2007.03 STANDARDS FOR ALL PUBLIC REALM TYPES

The following standards apply to all Public Realm Types:

A.     Public Realm Assemblies are intended for use by vehicular, bike, and pedestrian traffic and to provide
access to lots and civic spaces. Public Realm Assemblies shall generally consist of vehicular lanes (the
thoroughfare) and public spaces that include sidewalks (the people zone).

B.     Public Realm Assemblies shall be designed in context with the physical form of the Context Areas that they
pass through.

C.     All Public Realm Assemblies shall intersect with other Public Realm Assemblies, forming a complete
network. Where topographical or natural features exist that restrict the ability to form a network, a pedestrian
connection shall be made, whenever technically feasible. Cul-de-sacs shall be subject to approval to
accommodate specific site conditions only.

D.      Public Realm Assemblies may include vehicular lanes, parking lanes, medians, access, and transportation
provisions such as bicycle and transit facilities. The suggested standards for vehicular lanes, parking lanes,
medians, and other transportation provisions are provided in each Public Realm Assembly.

E.     Pedestrian comfort shall be a primary consideration of the Public Realm Assembly (refer to 2007.02 of this
Section). Design conflict between vehicular and pedestrian movement generally shall be decided in favor of the
pedestrian.

F.      All Public Realm Sidewalk Walking Zones and Sidewalk Furnishing and Tree Zones shall be maintained by
the adjacent property owner, Property Owners Association, or Business Owners Association.

G.     Private trash containers and garbage cans (not including public sidewalk waste bins), may not be stored or
located within any Public Realm.

H.    Bicycle racks, public art, public waste bins, benches, and other street furnishings shall be placed in the
Sidewalk Furnishing and Tree Zone and shall not interfere with pedestrian movement or access.


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I.      Transit facilities, when placed on a street shall be placed in the Sidewalk Furnishing and Tree Zone and
shall not interfere with pedestrian movement or access.

J.     Green infrastructure should be placed in The Sidewalk Furnishing and Tree Zone whenever possible to
manage storm water, mitigate heat island effect, provide small green spaces, improve air quality, and provide
habitats for birds and animals.

K.      Temporary sandwich board signs shall be placed in the Sidewalk Furnishing and Tree Zone and shall not
interfere with pedestrian movement or access.

L.     Mechanical, electrical, and phone equipment may not be located or stored within the Public Realm.

1.      In instances where mechanical, electrical, or phone equipment cannot be placed in non-Public Realm
locations (such as parking lots, alleys, or behind buildings), the equipment shall be placed as follows:

i.     Equipment shall be placed in the Sidewalk Furnishing and Tree Zone within a curbed landscaped area.

ii.    Equipment shall be screened with landscape material to buffer it from the public realm.

M.     Street lighting shall be placed in the Sidewalk Furnishing and Tree Zone.

1.      Street lighting shall be pedestrian-scaled decorative fixtures whenever practical. The use of cobra head
lights should be avoided.

2.     Street lights shall meet the requirements of Section 2003.09 of the Muskegon Form Based Code.

N.      Except for tree trunks, street lights, public art, monuments, or excepted mechanical/electrical/phone
equipment (per item J, above) there shall be a clear view between two and seven feet above grade in all Public
Realm Assemblies. The foliage of newly planted trees may intrude into this area until the tree has sufficient growth
to allow such a clear trunk height.

O.     Street Tree Requirements:

1.     Street trees shall be a minimum of 2 inch caliper when planted.

2.     In Public Realm Assemblies that indicate a regular spacing, trees shall be planted within the Sidewalk
Furnishing and Tree Zone at an average spacing not greater than 30 feet on center (per block face).

3.     In Public Realm Assemblies that have a paved Sidewalk Furnishing and Tree Zone, street trees shall be
placed in a tree pit with structural soil and/or expanded tree pit whenever technically feasible.

P.     All plant material (including street trees) shall conform to the standards of the American Association of
Nurserymen and shall have passed any inspections required under local or state regulations.
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Q.     Turf and Groundcover in the Public Realm (and visible from the Public Realm) shall meet the following
requirements:

1.      All turf grass must be solidly sodded at installation—not seeded, sprigged, or plugged.

2.      Vegetative groundcovers may be used in place of turf grass.

3.      In addition to the lot, the owner must maintain the portion of the Public Realm Assembly between their lot
line and the back of curb and the portion of any alley between the lot line(s) and the edge of pavement.

R.      On-Street Parking Requirements:

1.     The parking space/tree planting pattern may be interrupted by existing or new driveways and transit
stops/stations.

2.      Parking spaces may be interrupted by bulb-outs at street crossing locations.

S.       A bicycle network consisting of protected bicycle lanes, dedicated bicycle lanes, sharrows (shared lanes)
or other bicycle routes should be provided throughout the community. The community bicycle network shall be
connected to existing or proposed regional networks wherever possible. The City of Muskegon will coordinate bike
facilities for each assembly. Refer to Section 2007.04 for bicycle facilities.

2007.04 BICYCLE FACILITIES

Many of the Public Realm Assemblies within the Muskegon Form Based Code are intended to accommodate
bicycles in the thoroughfare (vehicular lanes). While not all Public Realm Assemblies will have bike facilities, a
connected network should be considered when redesigning or reconfiguring the downtown streets.

The Public Realm Types described in this section indicate three different levels of bicycle facilities for the
thoroughfare.

These facilities are as follows and will be coordinated by the City of Muskegon when practically and technically
feasible:

Protected Bike Lane: Protected bike lanes have a physical barrier or vertical separation between moving motor
vehicle traffic and bicyclists. Examples of a physical barrier or vertical separation include plastic posts, bollards,
curbs, planters, raised bumps or parked cars.

Dedicated Bike Lane: A bicycle lane is a portion of the roadway that has been designated by striping, signing, and
pavement markings for the preferential use of bicyclists.

Sharrow (Shared Lane): A shared lane marking within a vehicular travel lane of a street’s surface that indicates that
bicyclists may use any portion of the full width of the travel lane.
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2007.05 PUBLIC REALM TYPE OVERVIEW

Public Realm Types for the Muskegon Form Based Code are summarized as follows:

Boulevard: A local, slow movement thoroughfare suitable for high intensity urban areas. Boulevards are urban in
character, with angled or parallel parking on both sides, a center median, and narrow vehicle travel lanes that
support an urban commercial environment. Bikes may be accommodated with protected bike lanes, dedicated
bike lanes, and/or sharrows (shared lane with cars). Transit may also be accommodated along these
thoroughfares.

Commercial Street: A local, slow movement thoroughfare suitable for high intensity urban areas. Commercial
Streets are urban in character, supporting parallel parking on both sides with narrow vehicle travel lanes that
support an urban commercial environment. Bikes may be accommodated with protected bike lanes, dedicated
bike lanes, and/or sharrows (shared lane with cars). Transit may also be accommodated along these
thoroughfares.

Transitional Street: A local, slow movement thoroughfare suitable for medium to high intensity urban areas.
Transitional Streets are urban in character, supporting parallel parking on both sides with narrow vehicle travel
lanes that support an urban commercial or high density residential environment.

Parkway Street: A local, slow movement thoroughfare suitable for general urban areas. Parkway Streets are urban
in character, supporting parallel parking on one or both sides with narrow vehicle travel lanes that support a
variety of different frontages and uses. Bikes are accommodated with dedicated bike lanes and/or sharrows
(shared lane with cars).

Arterial: A thoroughfare suitable for general urban areas that connects to a regional transportation system. The
Arterial is less urban in character than other thoroughfares in the Muskegon Form Based Code District. Medium to
large width vehicle travel lanes support a variety of frontages and uses. The Arterial Public Realm supports
vehicular movement as a first priority and should be used only in instances where other Public Realm Types
cannot support a high level of service for vehicular traffic.

Waterfront Edge: In Section 2007, Muskegon’s downtown waterfront is considered a public realm and acts as both
a thoroughfare for bikes and pedestrians and as a public space for commercial, residential, and recreational
activity. The space is urban in character with fronts of buildings and active frontages facing the waterfront. Bikes
are accommodated with a dedicated bike lane that connects to the city’s existing and proposed bike network.




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SECTION 2007 PUBLIC REALM TYPE STANDARDS
2007.06 BOULEVARD

1.0 Boulevard Description: A local, slow movement thoroughfare suitable for high intensity urban areas.
Boulevards are urban in character, with angled or parallel parking on both sides, a center median, and narrow
vehicle travel lanes that support an urban commercial environment. Bikes may be accommodated with protected
bike lanes, dedicated bike lanes, and/or sharrows (shared lane with cars). Transit may also be accommodated
along these thoroughfares.

2.0 Boulevard Assembly: The following cross-section illustrates a typical configuration for the BOULEVARD Public
Realm Type. The City of Muskegon will configure and adjust this assembly as necessary for specific conditions.
This assembly addresses sidewalks, furnishing zones, street tree planting, on-street parking configurations,
vehicular traffic lanes, and bike facilities.

3.0 Boulevard Assembly Key: The following information provides a description and recommended dimensional
range for attributes of the Public Realm Configuration on the facing page. The City of Muskegon will configure and
adjust these dimensions as necessary for specific conditions.

A.       Building Type and Frontage Zone: The portion of the Public Realm Type that is defined by the building wall
at the sidewalk.

1.     Refer to Section 2005 for Context Zone of parcel

2.     Refer to Section 2006 for Building Type requirements

3.     Building Type will indicate frontage options for building wall facing the street and sidewalk

B.      Sidewalk Walking Zone: The portion of the Public Realm Type dedicated exclusively to pedestrian activity.
The following are typical attributes of the Sidewalk Walking Zone:

1.     Minimum Width of Sidewalk: 5 feet

2.     Ideal Width of Sidewalk: Between 10 to 15 feet

3.     Paving Material for Sidewalk: Concrete, stamped concrete, or brick pavers

C.       Sidewalk Furnishing and Tree Zone: The portion of the Public Realm Type dedicated to accommodating
street trees, planters, street lighting, sidewalk signs, and seating. The following are typical attributes of the
Sidewalk Furnishing and Tree Zone:

1.     Minimum Recommended Width of Furnishing Zone: 5 feet

2.     Ideal Width of Furnishing Zone: Between 10 to 15 feet


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3.    Street Tree Planter Type: Required tree pit with structural soil and/or expanded tree pit recommended

4.     Street Tree Planting Arrangement: Formal with regular spaced canopy and/or understory trees

5.     Paving Material for Furnishing Zone: Concrete, stamped concrete, or brick pavers

D.     Curb and Gutter Zone: The portion of the Public Realm Type that vertically separates the thoroughfare
(vehicular zone) from the pedestrian zones while providing stormwater management and drainage.

1.     Typical Width of Curb and Gutter Zone: 2 feet

2.     Curb Type: Raised

3.     Ideal Curb Radius: Small as possible to promote slower speeds and encourage walkability

E.       On-street Parking Zone: The portion of the Public Realm Type dedicated to on-street automobile parking. It
is the zone that separates people from vehicular traffic. The following are typical attributes of the On-street
Parking Zone:

1.     Parking Lane Configuration: Diagonal and/or parallel on both sides of street, when possible

2.     Parking Lane Minimum Width: 17 feet for diagonal and 7 feet for parallel

3.     Bulb-outs within the Parking Zone are encouraged at intersections and/or at mid-block crossings

F.      Vehicle Travel Zone: The portion of the Public Realm Type dedicated to vehicular travel. The following are
typical attributes of the Vehicle Travel Zone:

1.     Movement Type: Slow

2.     Ideal Travel Lane Width: 10 feet

3.     Target Speed: 25 to 30 MPH

4.     Ideal Number of Travel Lanes: One in each direction

G.      Bike Lane Zone: The portion of the Public Realm Type dedicated to accommodating bicycle traffic. The
following are typical attributes of the Bike Lane Zone:

1.     Accommodation for Bicycle Traffic (when possible): Shared lane with automobile traffic (Sharrow) (as
depicted in the facing page graphic). May also be protected or dedicated bike lane.


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2.    Bike Lane Designation: Pavement markings and signage

H.       Median Furnishing and Tree Zone: The portion of the Public Realm Type dedicated to accommodating
street trees, planters, and street lighting, specific to the Boulevard Type. The following are typical attributes of the
Median Furnishing and Tree Zone:

1.      Minimum Recommended Width: 5 feet

2.      Ideal Width: Between 10 to 25 feet

3.      Street Tree Planter: Continuous landscaped area (no tree pits)

4.      Street Tree Planting Arrangement: Formal with regular spaced canopy and/or understory trees




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2007.07 COMMERCIAL STREET

1.0 Commercial Street Description: A local, slow movement thoroughfare suitable for high intensity urban areas.
Commercial Streets are urban in character, supporting parallel parking on both sides with narrow vehicle travel
lanes that support an urban commercial environment. Bikes may be accommodated with protected bike lanes,
dedicated bike lanes, and/or sharrows (shared lane with cars). Transit may also be accommodated along these
thoroughfares.

2.0 Commercial Street Assembly: The following cross-section illustrates a typical configuration for the
COMMERCIAL STREET Public Realm Type. The City of Muskegon will configure and adjust this assembly as
necessary for specific conditions. This assembly addresses sidewalks, furnishing zones, street tree planting, on-
street parking configurations, vehicular traffic lanes, and bike facilities.

3.0 Commercial Street Assembly Key: The following information provides a description and recommended
dimensional range for attributes of the Public Realm Configuration on the facing page. The City of Muskegon will
configure and adjust these dimensions as necessary for specific conditions.

A.       Building Type and Frontage Zone: The portion of the Public Realm Type that is defined by the building wall
at the sidewalk.

1.     Refer to Section 2005 for Context Zone of parcel

2.     Refer to Section 2006 for Building Type requirements

3.     Building Type will indicate frontage options for building wall facing the street and sidewalk

B.      Sidewalk Walking Zone: The portion of the Public Realm Type dedicated exclusively to pedestrian activity.
The following are typical attributes of the Sidewalk Walking Zone:

1.     Minimum Width of Sidewalk: 5 feet

2.     Ideal Width of Sidewalk: Between 10 to 12 feet

3.     Paving Material for Sidewalk: Concrete, stamped concrete, or brick pavers

C.       Sidewalk Furnishing and Tree Zone: The portion of the Public Realm Type dedicated to accommodating
street trees, planters, street lighting, sidewalk signs, and seating. The following are typical attributes of the
Sidewalk Furnishing and Tree Zone:

1.     Minimum Recommended Width of Furnishing Zone: 5 feet

2.     Ideal Width of Furnishing Zone: Between 10 to 12 feet


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SECTION 2007 PUBLIC REALM TYPE STANDARDS
3.    Street Tree Planter Type: Required tree pit with structural soil and/or expanded tree pit recommended

4.     Street Tree Planting Arrangement: Formal with regular spaced canopy and/or understory trees

5.     Paving Material for Furnishing Zone: Concrete, stamped concrete, or brick pavers

D.     Curb and Gutter Zone: The portion of the Public Realm Type that vertically separates the thoroughfare
(vehicular zone) from the pedestrian zones while providing stormwater management and drainage.

1.     Typical Width of Curb and Gutter Zone: 2 feet

2.     Curb Type: Raised

3.     Ideal Curb Radius: Small as possible to promote slower speeds and encourage walkability

E.       On-street Parking Zone: The portion of the Public Realm Type dedicated to on-street automobile parking. It
is the zone that separates people from vehicular traffic. The following are typical attributes of the On-street
Parking Zone:

1.     Parking Lane Configuration: Diagonal and/or parallel on both sides of street, when possible

2.     Parking Lane Minimum Width: 7 feet

3.     Bulb-outs within the Parking Zone are encouraged at intersections and/or at mid-block crossings

F.      Bike Lane Zone: The portion of the Public Realm Type dedicated to accommodating bicycle traffic. The
following are typical attributes of the Bike Lane Zone:

1.     Accommodation for Bicycle Traffic (when possible): Dedicated bike lane (as depicted in the facing page
graphic). May also be a shared lane with automobile traffic (Sharrow) sharrow or protected bike lane.

2.     Bike Lane Designation: Pavement markings and signage

G.      Vehicle Travel Zone: The portion of the Public Realm Type dedicated to vehicular travel. The following are
typical attributes of the Vehicle Travel Zone:

1.     Movement Type: Slow

2.     Ideal Travel Lane Width: 10 feet

3.     Target Speed: 25 to 30 MPH


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4.    Ideal Number of Travel Lanes: One in each direction




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2007.08 TRANSITIONAL STREET

1.0 Transitional Street Description: A local, slow movement thoroughfare suitable for medium to high intensity
urban areas. Transitional Streets are urban in character, supporting parallel parking on both sides with narrow
vehicle travel lanes that support an urban commercial or high density residential environment. The Sidewalk
Furnishing and Tree Zone within Transitional Streets is may either be paved or landscaped, depending on the
adjacent frontages, Building Types, and uses and the Context Area that the Public Realm is located in.

2.0 Transitional Street Assembly: The following cross-section illustrates a typical configuration for the
TRANSITIONAL STREET Public Realm Type. The City of Muskegon will configure and adjust this assembly as
necessary for specific conditions. This assembly addresses sidewalks, furnishing zones, street tree planting, on-
street parking configurations, vehicular traffic lanes, and bike facilities.

3.0 Transitional Street Assembly Key: The following information provides a description and recommended
dimensional range for attributes of the Public Realm Configuration on the facing page. The City of Muskegon will
configure and adjust these dimensions as necessary for specific conditions.

A.       Building Type and Frontage Zone: The portion of the Public Realm Type that is defined by the building wall
at the sidewalk.

1.     Refer to Section 2005 for Context Zone of parcel

2.     Refer to Section 2006 for Building Type requirements

3.     Building Type will indicate frontage options for building wall facing the street and sidewalk

B.      Sidewalk Walking Zone: The portion of the Public Realm Type dedicated exclusively to pedestrian activity.
The following are typical attributes of the Sidewalk Walking Zone:

1.     Minimum Width of Sidewalk: 5 feet

2.     Ideal Width of Sidewalk: Between 10 to 12 feet

3.     Paving Material for Sidewalk: Concrete, stamped concrete, or brick pavers

C.       Sidewalk Furnishing and Tree Zone: The portion of the Public Realm Type dedicated to accommodating
street trees, planters, street lighting, sidewalk signs, and seating. The following are typical attributes of the
Sidewalk Furnishing and Tree Zone:

1.     Minimum Recommended Width of Furnishing Zone: 5 feet

2.     Ideal Width of Furnishing Zone: Between 10 to 12 feet


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3.    Street Tree Planter Type: (At blocks with primarily commercial or institutional uses at the ground floor):

i.     Required tree pit with structural soil and/or expanded tree pit recommended

4.     Street Tree Planter Type (At blocks with primarily residential uses at the ground floor):

i.     Parkway consisting of a continuous landscaped area (no tree pits)

5.      Street Tree Planter Types of either paved surfaces or landscaped parkways may change from block to
block along this Public Realm Type and may be different on opposite sides of the street, depending on
predominate ground floor use.

6.      City of Muskegon will determine where to place paved surfaces or landscaped parkways depending on
existing conditions and Context Area.

7.     Street Tree Planting Arrangement: Formal with regular spaced canopy and/or understory trees

8.   Paving Material for Furnishing Zone: Concrete, stamped concrete, or brick pavers when primarily
commercial or institutional uses are at the ground floor

D.     Curb and Gutter Zone: The portion of the Public Realm Type that vertically separates the thoroughfare
(vehicular zone) from the pedestrian zones while providing stormwater management and drainage.

1.     Typical Width of Curb and Gutter Zone: 2 feet

2.     Curb Type: Raised

3.     Ideal Curb Radius: Small as possible to promote slower speeds and encourage walkability

E.       On-street Parking Zone: The portion of the Public Realm Type dedicated to on-street automobile parking. It
is the zone that separates people from vehicular traffic. The following are typical attributes of the On-street
Parking Zone:

1.     Parking Lane Configuration: Parallel on both sides of street, when possible

2.     Parking Lane Minimum Width: 7 feet

3.     Bulb-outs within the Parking Zone are encouraged at intersections and/or at mid-block crossings

F.      Vehicle Travel Zone: The portion of the Public Realm Type dedicated to vehicular travel. The following are
typical attributes of the Vehicle Travel Zone:


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1.    Movement Type: Slow

2.    Ideal Travel Lane Width: 10 feet

3.    Target Speed: 20 to 25 MPH

4.    Ideal Number of Travel Lanes: One in each direction




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SECTION 2007 PUBLIC REALM TYPE STANDARDS
2007.09 PARKWAY STREET

1.0 Parkway Street Description: A local, slow movement thoroughfare suitable for general urban areas. Parkway
Streets are urban in character, supporting parallel parking on one or both sides with narrow vehicle travel lanes
that support a variety of different frontages and uses. Bikes are accommodated with dedicated bike lanes and/or
sharrows (shared lane with cars).

2.0 Parkway Street Assembly: The following cross-section illustrates a typical configuration for the PARKWAY
STREET Public Realm Type. The City of Muskegon will configure and adjust this assembly as necessary for specific
conditions. This assembly addresses sidewalks, furnishing zones, street tree planting, on-street parking
configurations, vehicular traffic lanes, and bike facilities.

3.0 Parkway Street Assembly Key: The following information provides a description and recommended
dimensional range for attributes of the Public Realm Configuration on the facing page. The City of Muskegon will
configure and adjust these dimensions as necessary for specific conditions.

A.       Building Type and Frontage Zone: The portion of the Public Realm Type that is defined by the building wall
at the sidewalk.

1.     Refer to Section 2005 for Context Zone of parcel

2.     Refer to Section 2006 for Building Type requirements

3.     Building Type will indicate frontage options for building wall facing the street and sidewalk

B.      Sidewalk Walking Zone: The portion of the Public Realm Type dedicated exclusively to pedestrian activity.
The following are typical attributes of the Sidewalk Walking Zone:

1.     Minimum Width of Sidewalk: 5 feet

2.     Ideal Width of Sidewalk: Between 10 to 12 feet

3.     Paving Material for Sidewalk: Concrete, stamped concrete, or brick pavers

C.       Sidewalk Furnishing and Tree Zone: The portion of the Public Realm Type dedicated to accommodating
street trees, planters, street lighting, sidewalk signs, and seating. The following are typical attributes of the
Sidewalk Furnishing and Tree Zone:

1.     Minimum Recommended Width of Furnishing Zone: 5 feet

2.     Ideal Width of Furnishing Zone: Between 10 to 12 feet

3.     Street Tree Planter Type: Parkway consisting of a continuous landscaped area (no paving/no tree pits)
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SECTION 2007 PUBLIC REALM TYPE STANDARDS
4.      Street Tree Planting Arrangement: Formal with regular spaced canopy and/or understory trees, some
clustering of street trees may also be appropriate within the parkway

D.     Curb and Gutter Zone: The portion of the Public Realm Type that vertically separates the thoroughfare
(vehicular zone) from the pedestrian zones while providing stormwater management and drainage.

1.     Typical Width of Curb and Gutter Zone: 2 feet

2.     Curb Type: Raised

3.     Ideal Curb Radius: Small as possible to promote slower speeds and encourage walkability

E.       On-street Parking Zone: The portion of the Public Realm Type dedicated to on-street automobile parking. It
is the zone that separates people from vehicular traffic. The following are typical attributes of the On-street
Parking Zone:

1.     Parking Lane Configuration: Parallel on both sides of street, when possible

2.     Parking Lane Minimum Width: 7 feet

3.     Bulb-outs within the Parking Zone are encouraged at intersections and/or at mid-block crossings

F.      Vehicle Travel Zone: The portion of the Public Realm Type dedicated to vehicular travel. The following are
typical attributes of the Vehicle Travel Zone:

1.     Movement Type: Slow

2.     Ideal Travel Lane Width: 9 feet to 10 feet

3.     Target Speed: 20 to 25 MPH

4.     Ideal Number of Travel Lanes: One in each direction




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SECTION 2007 PUBLIC REALM TYPE STANDARDS
2007.10 ARTERIAL

1.0 Arterial Description: A thoroughfare suitable for general urban areas that connects to a regional transportation
system. The Arterial is less urban in character than other thoroughfares in the Muskegon Form Based Code Area.
Medium to large width vehicle travel lanes support a variety of frontages and uses. The Arterial Public Realm
supports vehicular movement as a first priority and should be used only in instances where other Public Realm
Types cannot support a high level of service for vehicular traffic.

2.0 Arterial Assembly: The following cross-section illustrates a typical configuration for the ARTERIAL Public Realm
Type. The City of Muskegon will configure and adjust this assembly as necessary for specific conditions. This
assembly addresses sidewalks, furnishing zones, street tree planting, on-street parking configurations, vehicular
traffic lanes, and bike facilities.

3.0 Arterial Assembly Key: The following information provides a description and recommended dimensional range
for attributes of the Public Realm Configuration on the facing page. The City of Muskegon will configure and adjust
these dimensions as necessary for specific conditions.

A.       Building Type and Frontage Zone: The portion of the Public Realm Type that is defined by the building wall
at the sidewalk.

1.     Refer to Section 2005 for Context Zone of parcel

2.     Refer to Section 2006 for Building Type requirements

3.     Building Type will indicate frontage options for building wall facing the street and sidewalk

B.      Sidewalk Walking Zone: The portion of the Public Realm Type dedicated exclusively to pedestrian activity.
The following are typical attributes of the Sidewalk Walking Zone:

1.     Minimum Width of Sidewalk: 5 feet

2.     Ideal Width of Sidewalk: Between 10 to 12 feet

3.     Paving Material for Sidewalk: Concrete, stamped concrete, or brick pavers

C.       Sidewalk Furnishing and Tree Zone: The portion of the Public Realm Type dedicated to accommodating
street trees, planters, street lighting, sidewalk signs, and seating. The following are typical attributes of the
Sidewalk Furnishing and Tree Zone:

1.     Minimum Recommended Width of Furnishing Zone: 5 feet

2.     Ideal Width of Furnishing Zone: Between 10 to 12 feet


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SECTION 2007 PUBLIC REALM TYPE STANDARDS
3.    Street Tree Planter Type: Parkway consisting of a continuous landscaped area (no paving/no tree pits)

4.     Street Tree Planting Arrangement: Clustered and/or irregular spaced canopy and/or understory trees

D.     Curb and Gutter Zone: The portion of the Public Realm Type that vertically separates the thoroughfare
(vehicular zone) from the pedestrian zones while providing stormwater management and drainage.

1.     Typical Width of Curb and Gutter Zone: 2 feet

2.     Curb Type: Raised

3.     Ideal Curb Radius: Small as possible to promote slower speeds and encourage walkability

E.      Vehicle Travel Zone: The portion of the Public Realm Type dedicated to vehicular travel. The following are
typical attributes of the Vehicle Travel Zone:

1.     Movement Type: Medium

2.     Ideal Travel Lane Width: 10 feet to 12 feet

3.     Target Speed: 35 to 40 MPH

4.     Ideal Number of Travel Lanes: Two in each direction (total of four vehicle travel lanes)

Note regarding on-street parking: Whenever possible, depending on specific conditions, parallel on-street parking
should be considered for the Arterial Public Realm Type. The City of Muskegon will configure and adjust this
assembly as necessary for specific conditions. When on-street parking is provided for this Public Realm Type,
bulb-outs should be considered within the parking zone at intersections and mid-block crossings to increase
walkability and safety.




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SECTION 2007 PUBLIC REALM TYPE STANDARDS
2007.11 WATERFRONT EDGE

1.0 Waterfront Edge Description: In Section 2007, Muskegon’s downtown waterfront is considered a public realm
and acts as both a thoroughfare for bikes and pedestrians and as a public space for commercial, residential, and
recreational activity. The space is urban in character with fronts of buildings and active frontages facing the
waterfront. Bikes are accommodated with a dedicated bike lane that connects to the city’s existing and proposed
bike network.

2.0 Waterfront Edge Assembly: The following cross-section illustrates a typical configuration for the WATERFRONT
EDGE Public Realm Type. The City of Muskegon will configure and adjust this assembly as necessary for specific
conditions. This assembly addresses sidewalks, furnishing zones, street tree planting, on-street parking
configurations, vehicular traffic lanes, and bike facilities.

3.0 Waterfront Edge Assembly Key: The following information provides a description and recommended
dimensional range for attributes of the Public Realm Configuration on the facing page. The City of Muskegon will
configure and adjust these dimensions as necessary for specific conditions.

A.       Building Type and Frontage Zone: The portion of the Public Realm Type that is defined by the building wall
at the sidewalk.

1.     Refer to Section 2005 for Context Zone of parcel

2.     Refer to Section 2006 for Building Type requirements

3.     Building Type will indicate frontage options for building wall facing the street and sidewalk

B.      Sidewalk Walking Zone: The portion of the Public Realm Type dedicated exclusively to pedestrian activity.
The following are typical attributes of the Sidewalk Walking Zone:

1.     Minimum Width of Sidewalk: 10 feet

2.     Ideal Width of Sidewalk: Between 15 to 20 feet

3.     Paving Material for Sidewalk: Concrete, stamped concrete, or brick pavers

C.       Sidewalk Furnishing and Tree Zone: The portion of the Public Realm Type dedicated to accommodating
street trees, planters, street lighting, sidewalk signs, and seating. The following are typical attributes of the
Sidewalk Furnishing and Tree Zone:

1.     Minimum Recommended Width of Furnishing Zone: 6 feet

2.     Ideal Width of Furnishing Zone: Between 10 to 20 feet


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SECTION 2007 PUBLIC REALM TYPE STANDARDS
3.    Street Tree Planter Type: Required tree pit with structural soil and/or expanded tree pit recommended

4.     Street Tree Planting Arrangement: Formal with regular spaced canopy and/or understory trees

5.     Paving Material for Furnishing Zone: Concrete, stamped concrete, or brick pavers

D.      Bike Lane Zone: The portion of the Public Realm Type dedicated to accommodating bicycle traffic. The
following are typical attributes of the Bike Lane Zone:

1.     Accommodation for Bicycle Traffic (when possible): Dedicated bike lane (as depicted in the facing page
graphic).

2.     Minimum Recommended Width of Bike Lane: 12 feet

3.     Bike Lane Designation: Pavement markings and signage

E.      Activity Zone: The portion of the Public Realm Type dedicated to accommodating a variety of activities. The
width of this zone can change as waterfront and building use change along the waterfront’s edge. The following are
typical attributes of the Activity Zone for the waterfront:

1.     Minimum Recommended Width of Activity Zone: 10 feet

2.     Ideal Width of Activity Zone: 15 to 30 feet

Permitted uses and programming within Activity Zone:

1.   Food trucks and food carts with special use permit on a temporary basis between the hours of 8am and
10pm

2.     Temporary and portable structures related to approved special events and festivals

3.     Health related classes and events, such as yoga

F.     Terrace option: The Activity Zone and Furnishing and Tree Zone may terrace to provide separation between
spaces, landscaping and bike lanes when the following conditions are met:

1.     Combined Width of Activity Zone and Furnishing & Tree Zone is 30 feet minimum

2.     Connection to existing and/or adjacent waterfront edges is maintained per the requirements of City
ordinances and building code

3.     Connection to existing and/or adjacent bike lanes is maintained

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SECTION 2008 OFF-STREET PARKING STANDARDS

SECTION 2008 OFF-STREET PARKING STANDARDS

2008.00 PURPOSE
The purpose of this section is to manage vehicular and bicycle parking in a manner consistent with the regulating
plan of this Form Based Code. Incremental infill development will enable applicants and the City to strategically
accommodate parking needs while not compromising the urban form desired within downtown Muskegon.

2008.01 APPLICABILITY
The regulations of this Section shall apply in the following instances:

   A. Whenever the use of a building or lot is changed to another classification of use, off-street parking facilities
      shall may be provided as requiredup to the maximum allowed by this Section.
   B. If the intensity of use of any existing building (other than a detached house or duplex building) is increased
      through the addition of floor area, seating capacity, number of housing units, or number of employees,
      additional off-street parking shall may be provided up to the maximum allowed by this Section.

2008.02 PARKING AND LOADING REVIEW
Whenever three or more parking spaces are requiredto be constructed, specifications shall be submitted to the
Zoning Administrator for approval prior to permitting per Section 2326, 3 of the City of Muskegon Zoning
Ordinance.

2008.03 USE OF PARKING AREAS
Vehicles shall not be repaired, stored or displayed for sale or hire in parking lots unless the principal use is
classified in the applicable context area. Upon approval of the Zoning Administrator, parking lots may be used for
temporary events and gathering.

2008.04 ACCESS STANDARDS
Parking shall be accessed from an alley side street whenever possible. If an alley is not available for driveway
placement, parking shall be accessed from a side street. If both an alley and a side street are not available for
driveway placement, parking shall be accessed from a front street. If parking is accessed from a front or side
street, there shall only be one point of access. Entries At the right-of-way line, a driveway shall not exceed two
lanes, or 20 feet, in width.



2008.05 MAINTENANCE STANDARDS
Parking and loading areas, as required, shall be paved, marked, and defined by curbs. Utilizing porous pavement,
low impact design, and green infrastructure best practices for stormwater is encouraged.

2008.06 DIMENSIONAL REQUIREMENTS
Parking spaces shall be a minimum of 8’ wide by 18’ long. Maneuvering aisles shall be a minimum of 12’ wide for
one way traffic and 22’ for two-way traffic. Excessively wide aisles shall not be permitted.

2008.07 ESTABLISHMENT OF USE CLASSES
The following table lists uses permitted in the Form Based Code and designates various use classes for                   Commented [JP209]: Add table.
establishing parking requirements. Refer to Permitted Uses Tables for each Context Area in Section 2005 for
classification of specific land uses.

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SECTION 2008 OFF-STREET PARKING STANDARDS
PARKING USE CLASS

   A. Residential
          1. Single-family residential
          2. Shared/Co-op housing
          3. Multi-family
          4. Two-family residential
   B. Retail
          1. Retail
          2. Club, lodge, hall
          3. Micro brewery, distillery, winery under 2500 barrels
          4. Micro brewery, distillery, winery under 2500 barrels
          5. Restaurant, cocktail lounge, brewpub
   C. Office
          1. Office
          2. Personal service
          3. Veterinary and kennel
          4. Bank
          5. Business school/private or public school/higher ed.
          6. Taxi/limo service
   D. Lodging
          1. Hotel/motel
   E. Civic
          1. Church
          2. Gallery/museum
          3. Railway terminal
   F. Recreation
          1. Amusement and recreation facility
          2. Outdoor recreation
          3. Outdoor theater
          4. Indoor theater/live music concert hall
   G. Industrial
          1. Auto service station
          2. Warehousing
          3. Shipping, port related activity
          4. Research and development
          5. Light manufacturing
          6.1.       Machine shop

2008.08 REQUIRED OFF-STREET PARKING SPACESREGULATIONS
Up to the maximum number of required off-street surface parking spaces shall may be provided and maintained
on the premises or as otherwise allowed by this section per the above table.                                           Commented [JP210]: Add updated table.
   A. In the case of a use not specifically mentioned, the requirement regulations for off-street parking facilities
      for a specified use which is most similar shall apply, as determined by the Zoning Administrator.
   B. Off-street Pparking areas for other than detached house and duplex may be located up to 1,000 feet from
      the building they serve.

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SECTION 2008 OFF-STREET PARKING STANDARDS
   C. New businesses (uses) that are required to provide 15 parking spaces or less may forgo the parking
      requirements if they are located in a previously existing building.
   D.C.       Parking maximums may be waived by the Zoning Administrator when parking spaces are provided
      in structured or underground parking facilities.

2008.09 SHARED PARKING[RESERVED]
   A. Shared Parking with Staggered Peak Periods. Where a mix of land uses on two or more adjacent lots create
      staggered peak periods of parking demand, the on-site parking requirements for the adjacent lots may be
      reduced subject to the following:
          1. Shared parking areas shall be located within 600 feet of the use.
          2. Pedestrian connections shall be maintained between the buildings or uses.
          3. Lots shall be adjacent and shall be interconnected for vehicular passage.
          4. A shared parking agreement shall be submitted.
          5. For shared parking with places of worship, the other uses shall not normally operate between the
             hours of 6:00am and 6:00pm on Sundays.
   B. Mixed Use Buildings. Where one mixed use building on one lot creates staggered peak periods of parking
      demand, the on-site parking requirements for the single lot may be reduced subject to the following:
          1. Mixed Use Building shall have different uses on multiple floors that create a staggered demand.
   C. Availability of other modes of travel. To qualify, the site plan must incorporate transit stops, pedestrian
      connections to nearby transit stops, or bicycle parking facilities, as applicable.
          1. Transit reduction. Buildings or uses shall be within 600 feet of a transit stop. MATS shall verify in
             writing that the transit stop is in a permanent location.
          2. Bicycle reduction. Parking requirements may be reduced by one space for every four covered,
             secure bicycle parking spaces that are provided on site that are in addition to the required bicycle
             parking. Parking requirements may be further reduced by four spaces where free showers are
             available for employee use within the building.

2008.10 PARKING EASEMENTS AND AGREEMENTS[RESERVED]
   A. Written easements that provide for continued use and maintenance of shared parking shall be submitted
      to the Zoning Administrator for review and approval. Any agreement shall include provisions to address
      changes in use.
   B. Shared parking leases or agreements shall have a term of not less than five years, including any renewals
      at the option of the lessee.
   C. Should the agreement be voided or expire for any reason, the uses utilizing the shared parking facility shall
      provide all required parking spaces in accordance with the requirements of this Section, or shall be in
      violation thereof.

2008.11 OFF-STREET PARKING LOT DESIGN/DRIVEWAYS
   A. Off-street parking location and setbacks. Off-street parking lots shall conform to the parking placement
      standards in Section 2005 for the applicable context area.
           1. Off-street parking areas shall be separated at least ten five (105) feet from buildings in order to
               make room for a sidewalk, landscaping, and other planting between the building and the parking
               area.
               Exception: This separation may be eliminated to the rear of buildings in areas designed for
               unloading and loading.
   B. Off-street parking facilities required provided for detached house or duplex shall be located on the same
      lot or parcel as the building they are intended to serve, and shall consist of a driveway and/or garage. All
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SECTION 2008 OFF-STREET PARKING STANDARDS
      residential driveways shall provide a minimum width of at least eight feet. Driveways must be paved.and
      Aall parking spaces shall be paved and no more than one parking space shall be located within the
      required front yard. Additions to existing detached house or duplex shall not require the paving of an
      unpaved driveway.

2008.12 PARKING STRUCTURES
   A. Parking stall and driving aisles shall meet the minimum required in Section 2008.06.
   B. Internal arrangement and design shall be approved by the city engineer and building inspector for
       appropriate grades, traffic circulation, aisle length, column spacing, ceiling height, exit stairwell and
       elevator location.
   C. Parking structures shall be set back the same distance as required for the applicable Building Type.
   D. An active use is required at the ground level of the parking facility where the structure is within an area
       identified for ground floor activation per the Context Area Map in Section 2005.02.
   E.D.         Space for the active use The ground level of the parking structure shall have one of the permitted
       Frontage Options for a minimum depth of thirty (30) feet and minimum width not less than eighty (80)
       percent of the building frontage at the front property line and not less than fifty (50) percent of the building
       frontage on the side property line.
   F.E.         In lieu of a permitted Frontage Option n active use on the ground level, a parking structure may be
       paired with a liner building. Liner buildings may be one (or a combination of) the following Building Types:
           1. Mixed-Use Building
           2. Flex Building
           3. Live/Work Building
           4. Multi-Plex Building
           5. Rowhouse Building
   G.F.         Parking structures shall be architecturally compatible with the buildings they serve.

2008.13 OFF-STREET LOADING REQUIREMENTS
For off-street loading requirements refer to Section 2329 of the City of Muskegon Zoning Ordinance.

2008.14 PARKING LOT LANDSCAPING/SCREENING
   A. Parking lot landscaping shall be provided in accordance with Section 23312333, 8 of the City of Muskegon
      Zoning Ordinance.
   B. Any frontage along all streets with surface parking at the build-to-line or within the required build-to-zone,
      shall be defined by a 3’ high street screen. Required street screens shall be of one of the following:
          1. The same building material as the principal building on the lot or
          2. A vegetative screen composed of shrubs planted to be opaque at maturity, or
          3. A combination of the two.
   C. The required street screen shall be located at the property line along the corresponding street. Street
      screens may include breaks to provide pedestrian access from any surface parking or service area to the
      public sidewalk.

2008.15 BICYCLE PARKING
   A. Bicycle parking shall be located on paved or pervious, dust-free spaces, and shall be a minimum of 2’ by
      6’. Bicycle parking shall be located in a convenient and visible area, and within 100’ of building entries,
      when possible.
   B. Bicycle parking shall be provided at a rate of 20% of required provided vehicular parking.


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SECTION 2009 SIGN STANDARDS

SECTION 2009 SIGN STANDARDS

2009.00 PURPOSE
Section 2009 identifies sign standards that are intended to appropriately limit the placement, type, size,
construction, illumination, and number of signs allowed within a specific Context Area and to require the proper
maintenance of signs. The regulations and standards of this Section are intended to be content neutral and are
considered the minimum necessary to achieve a substantial government interest for public safety, aesthetics, and
protection of property values. The purpose of these limitations and requirements are to:

   A. Protect the public right to receive messages and information protected by the First Amendment of the U.S.
      Constitution;
   B. Safeguard and protect the public health, safety, and general welfare;
   C. Promote aesthetic and environmental values of the community by providing for signs that do not impair the
      attractiveness of the city as a place to live, work and shop;
   D. Avoid traffic safety hazards to motorists, bicyclists, and pedestrians, caused by visual distractions and
      obstructions;
   E. Enable the public to locate goods, services and facilities without excessive difficulty and confusion by
      restricting the number and placement of signs;
   F. Provide for signs as an effective channel of communication, while ensuring that signs are aesthetically
      designed and proportioned in relation to adjacent structures and the structures to which they are
      attached;
   G. Recognize that the principal intent of commercial signs is for identification of an establishment on the
      premises, and not for advertising off-premises activities; and
   H. Regulate portable commercial signs in recognition of their significant negative impact on traffic safety and
      aesthetics.

2009.01 APPLICABILITY
   A. Section 2334 of the City of Muskegon Zoning Ordinance regulates signs. Provisions contained in Section
      2334, subsections 1-5 shall apply to signs within the Form Based Code district, in addition to the standards
      contained herein.
   B. Temporary signs shall be regulated per Section 2334 of the City of Muskegon Zoning Ordinance.
   C. No person, firm, or corporation shall erect, repair, alter, relocate, display or maintain any sign which does
      not comply with the standards set forth in this Section, and no permit shall be issued for any such sign.

2009.02 SIGN REQUIREMENTS[RESERVED]
   A. Sign types, quantities, and sizes shall be as provided herein.
   B. Sign Types are limited to the following:
          1. Sign Band Signs.
          2. Wall Signs.
          3. Projecting Signs.
          4. Awning and Canopy Signs.
          5. Window Signs.
          6. Ground Signs.

2009.03 OFF PREMISE ADVERTISING
For oOff-premise advertising shall not be permitted, see Section 2334, 4 of the City of Muskegon Zoning
Ordinance.
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SECTION 2009 SIGN STANDARDS
2009.04 NONCONFORMING SIGNS
For nonconforming signs, see Section 2334,13 of the City of Muskegon Zoning Ordinance.

2009.05 REMOVAL
For removal of signs, see Section 2334,14 of the City of Muskegon Zoning Ordinance.

2009.06 SIGN TYPE OVERVIEW[RESERVED]
Sign types for the Muskegon Form Based Code are as follows:

Sign Band: A sign that is painted on, incorporated in, or attached directly to the sign band or horizontal expression
band above a storefront window or transom on buildings types with the following frontages: Storefront, Balcony, or
Drive-through.

Wall Sign: A sign that is painted on, incorporated in, or attached directly to a building wall, with the exposed face of
the sign in place parallel to the building wall.

Projecting Sign: A double faced sign that is attached to the face of a building and projects from the wall of the
building at a ninety (90) degree angle. Projecting signs may include logos or creative art and graphics as part of the
sign composition and may be fabricated of wood, metal, fabric, or other durable material.

Awning & Canopy Sign: Awning Signs may be painted, screen printed or appliquéd to the awning. Canopy Signs
shall be attached upon the face or above the face of metal canopies. Awning and Canopy Signs shall be placed on
canopies or awnings that are above doors and/or windows.

Window Sign: Window Signs are any sign, picture, symbol or combination thereof that is designed to communicate
information about activity, business, commodity, event, sale, or service that is placed on the window and which is
intended to be seen by the public from the outside. Window signs include neon tube signs that indicate “open” for
business and other neon tube signs as indicated in this subsection.

Ground Sign: A free-standing permanent sign that is mounted directly on the ground or ground level foundation
and is often used to mark a place of significance or the entrance to a location.




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SECTION 2009 SIGN STANDARDS
2009.07 SIGN BAND SIGN
A sign that is painted on, incorporated in, or attached directly to the sign band or horizontal expression band above
a storefront window or transom on buildings types with the following frontages: Storefront, Balcony, or Drive-
through.

1.0 Sign Band Sign Size and Proportion

Refer to Refer to Illustration 9.01 for graphic representation of the dimensional requirements regarding Sign Band      Commented [JP211]: Add illustration.
Signs.

    A. Sign Band Sign sizes and proportions are relative to the size of the building’s sign band or horizontal
        expression band.
    B. Vertical Placement: Sign content height shall not exceed 80% of the overall height of the sign band or
        horizontal expression band.
    C. Horizontal Placement: Sign content within the sign band or horizontal expression band shall not come
        closer than two (2) feet to the side edges of the sign band.
    D. Sign content shall not extend more than three (3) inches from the face of the sign band or horizontal
        expression line.
2.0 Sign Band Sign Standards
    A. Sign content (letters, corporate logos, symbols or designs) may be engraved, painted, or surface mounted
        on the building’s sign band or horizontal expression band. Sign content shall be made of materials visually
        compatible with the display surface.
    B. Dimensional requirements of sign band Section 2009.13.
    C. Sign content is not required to be placed in sign band or horizontal expression line.
3.0 Sign Band Sign Quantity
    A. The number of Sign Band Signs allowed per building shall not exceed the quantities indicated in Section
        2009.14.
    B. Sign Bands may be used in conjunction with other Sign Types.
4.0 Sign Band Sign Location

Sign Band Signs are permitted to be installed at the sign band or horizontal expression band above a storefront
window or transom on buildings that have Storefront, Balcony, or Drive-through Frontage.

    A. At corner lot buildings, Sign Band Signs are also permitted to be installed at the sign band or horizontal
        expression line above storefronts or transoms along side streets.
5.0 Sign Band Sign Illumination
    A. Sign Band Signs may be externally illuminated per the requirements of Section 2334, 3, f.
    B. Sign Band Signs are not permitted to be internally illuminated. Sign Band is not permitted to be illuminated
        with neon illumination.




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SECTION 2009 SIGN STANDARDS
2009.08 WALL SIGN
A sign that is painted on, incorporated in, or attached directly to a building wall, with the exposed face of the sign
in place parallel to the building wall.

1.0 Wall Sign Size and Proportion

Refer to Illustration 9.02 for graphic representation of the dimensional requirements regarding Wall Signs.              Commented [JP212]: Add illustration.
Refer to Section 2009.13 for dimensional requirements.

    A. Wall Signs shall be a minimum of three (3) feet above the adjacent grade.
    B. Wall Signs shall not come closer than two (2) feet to the corner of the building.
2.0 Wall Sign Standards
    A. Wall Signs shall be designed to be compatible with the character of the building and building materials in
       order to promote a unified design which compliments the building’s massing, scale and character.
    B. Wall Sign content may include letters, corporate logos, symbols or designs that are painted or applied to
       the building wall.
3.0 Wall Sign Quantity
    A. The number of Wall Signs allowed per building shall not exceed the quantities indicated in Section
       2009.14.
    B. Wall may be used in conjunction with other Sign Types.
4.0 Wall Sign Location

Wall Signs are permitted on the fronts of the following buildings:

    A.   Live/Work
    B.   Flex
    C.   Multi-plex (Small and Large)
    D.   Civic

Wall Signs are permitted on the sides (along side street) of the following buildings:

    A. Mixed-Use
    B. Retail
    C. Cottage Retail
    D. Live/Work
    E. Multi-plex (Small and Large)
    F. Civic
5.0 Wall Sign Illumination
    A. Wall Signs may be externally or internally illuminated per the requirements of Section 2334, 3, f.
    B. Wall Signs are not permitted to be illuminated with neon illumination.




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SECTION 2009 SIGN STANDARDS
2009.09 PROJECTING SIGN
A double faced sign that is attached to the face of a building and projects from the wall of the building at a ninety
(90) degree angle. Projecting signs may include logos or creative art and graphics as part of the sign composition
and may be fabricated of wood, metal, fabric, or other durable material.

1.0 Projecting Sign Size and Proportion

Refer to Illustration 9.03 for graphic representation of the dimensional requirements regarding Projecting Signs.       Commented [JP213]: Add illustration.
Refer to Section 2009.13 for dimensional requirements.

    A. Maximum height of projecting signs shall be four (4) feet except projecting signs depicting only the building
        name may be taller (see note in Section 2009.13).
    B. Maximum width of projecting signs shall be three (3) feet except projecting signs depicting only the building
        name may increase to four (4) feet.
    C. Projecting Signs shall not extend more than five (5) feet from the face of building.
    D. Projecting Signs shall be a minimum of eight (8) feet above the adjacent grade and may not extend above
        the roof line.
    E. Projecting signs shall be perpendicular to the building face.
2.0 Projecting Sign Standards
    A. Projecting Signs shall be designed to be compatible with the character of the building and building
        materials in order to promote a unified design which compliments the building’s massing, scale and
        character.
    B. Projecting Sign content may include letters, corporate logos, symbols or designs and shall have content on
        both sides of the sign.
    C. Projecting Signs placed on fabric, cloth or canvas shall be securely anchored to a sign frame.
3.0 Projecting Sign Quantity
    A. The number of Projecting Signs allowed per building shall not exceed the quantities indicated in Section
        2009.14.
    B. Projecting Signs may be used in conjunction with other Sign Types.
4.0 Projecting Sign Location
    A. Projecting Signs are permitted on the fronts of the following buildings:
        1. Mixed-Use
        2. Retail
        3. Cottage Retail
        4. Live/Work
        5. Flex
        6. Multi-plex (Small and Large)
5.0 Projecting Sign Illumination
    A. Projecting Signs may be externally or internally illuminated per the requirements of Section 2334, 3, f.




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SECTION 2009 SIGN STANDARDS
2009.10 AWNING AND CANOPY SIGN
Awning Signs may be painted, screen printed or appliquéd to the awning. Canopy Signs shall be attached upon the
face or above the face of metal canopies. Awning and Canopy Signs shall be placed on canopies or awnings that
are above doors and/or windows.

1.0 Awning and Canopy Sign Location and Size

Refer to Illustration 9.04 for graphic representation of the dimensional requirements regarding Awning and Canopy   Commented [JP214]: Add illustration.
Signs.

Refer to Section 2009.13 for dimensional requirements.

    A. Awning Signs are permitted on the fronts and sides of buildings above any windows and/or doors where
       awnings are placed.
    B. Canopy Signs are permitted on the fronts and sides of buildings above doors where canopies are placed.
    C. Awning and Canopies shall be a minimum of eight (8) feet above the adjacent grade.
    D. Height of awning valance shall be between eight (8) and fourteen (14) inches.
    E. Height of sign content on awning valence shall not exceed 80% of the valence height.
    F. Width of awning shall not exceed the width of the door or window that it is above.
    G. Width of sign content on awning valence shall not exceed 90% of the valence width.
    H. Area of sign content located on the shed (sloped) area of the awning shall not exceed 30% of the overall
       shed area.
    I. Width of canopy shall not exceed the width of the door that it is above.
    J. Sign content may be placed on or above the canopy fascia and shall not exceed 90% of the width of the
       canopy.
    K. Height of canopy sign content shall not exceed 90% of the height of the canopy. Maximum width of
       projecting signs shall be three (3) feet.
2.0 Awning and Canopy Sign Standards
    A. Awning and Canopy Sign content may include letters, corporate logos, symbols, or designs that are
       painted, applied or surface mounted on the awning or canopy surface. Sign content on canopy signs may
       also be located above the canopy sign. Projecting Signs shall be designed to be compatible with the
       character of the building and building materials in order to promote a unified design which compliments
       the building’s massing, scale and character.
3.0 Awning and Canopy Sign Quantity
    A. The number of Awning and Canopy Signs allowed per building shall not exceed the quantities indicated in
       Section 2009.14.
    B. Awning and Canopy Signs may be used in conjunction with other Sign Types.
4.0 Awning and Canopy Sign Illumination
    A. Awning and Canopy Signs shall not be illuminated.




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SECTION 2009 SIGN STANDARDS
2009.11 WINDOW SIGN
Window Signs are any sign, picture, symbol or combination thereof that is designed to communicate information
about activity, business, commodity, event, sale, or service that is placed on the window and which is intended to
be seen by the public from the outside. Window signs include neon tube signs that indicate “open” for business
and other neon tube signs as indicated in this subsection.

1.0 Window Sign Size and Proportion

Refer to Illustration 9.05 for graphic representation of the dimensional requirements regarding Window Signs.        Commented [JP215]: Add illustration.
Refer to Section 2009.13 for dimensional requirements.

    A. Lower Surface Applied Window Signs shall be within 12” of the sill and may span the entire width of the
       storefront.
    B. Width of Surface Applied Window Signs above twelve (12) inches from the sill shall not exceed four (4) feet
       in width.
    C. Height of Surface Applied Window Signs above twelve (12) inches from the bottom of the sill shall not
       exceed three (3) feet.
2.0 Window Sign Standards
    A. Surface Applied Window Signs shall be professionally painted or applied letters, corporate logos, symbols
       or designs.
3.0 Window Sign Quantity
    A. The number of Window Signs allowed per building shall not exceed the quantities indicated in Section
       2009.14.
    B. Window Signs may be used in conjunction with other Sign Types.
4.0 Window Sign Location
    A. Surface Applied Window Signs are permitted on the ground and upper floor front and street sideside street
       windows of the following buildings:
       1. Mixed-Use
       2. Retail
       3. Cottage Retail
       4. Flex
       5. Live/Work
       6. Multi-plex (Small and Large)
    B. Window Signs shall be installed on the inside face of the window.
5.0 Window Sign Illumination
    A. Window Signs shall not be illuminated.




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SECTION 2009 SIGN STANDARDS
2009.12 GROUND SIGN
A free-standing permanent sign that is mounted directly on the ground or ground level foundation and is often
used to mark a place of significance or the entrance to a location.

1.0 Ground Sign Size and Proportion

Refer to Illustration 9.06 for graphic representation of the dimensional requirements regarding Ground Signs.    Commented [JP216]: Add illustration.
Refer to Section 2009.13 for dimensional requirements.

    A. Maximum height of Ground Signs shall be four (4) feet except multi-tenant Ground Signs may increase to
       five (5) feet.
    B. Maximum width of Ground Signs shall be three (3) feet except multi-tenant Ground Signs may increase to
       five (5) feet.
2.0 Ground Sign Standards
    A. Ground Signs shall be designed to be compatible with the character of the surrounding buildings and
       building materials in order to promote a unified design which compliments the buildings’ massing, scale
       and character.
    B. Ground Sign content may include letters and corporate logos that are permanently affixed to the sign.
    C. Ground Sign content is not permitted to be changeable copy, except for gasoline price signs, directory
       signs listing more than one tenant, and signs advertising restaurant food specials, films, and live
       entertainment, which change on a regular basis.
    D. Ground Signs shall have content on both sides of the sign with building address clearly depicted.
3.0 Ground Sign Quantity
    A. The number of Ground Signs allowed per building shall not exceed the quantities indicated in Section
       2009.14.
    B. Ground Signs may be used in conjunction with other Sign Types.
4.0 Ground Sign Illumination
    A. Ground Signs may be externally or internally illuminated per the requirements of Section 2334, 3, f.
5.0 Ground Sign Location
    A. Ground Signs are permitted in the front yard setback of the following buildings:
       1. Cottage Retail
       2. Multi-Plex
       3. Civic
    B. Ground Signs shall be setback a minimum 10’ from front property line.




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2009.13 SUMMARY OF DIMENSIONAL REQUIREMENTS FOR SIGNS   Commented [JP217]: Add updated table
                                                        including Lakeside FBC info.
2009.14 SUMMARY OF SIGN QUANTITIES PERMITTED
                                                        Commented [JP218]: Add updated table
                                                        including Lakeside FBC info.




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SECTION 2010 FORM BASED CODE DEFINITIONS

SECTION 2010 FORM BASED CODE DEFINITIONS

2010.00 APPLICABILITY
The following terms are defined for the purpose of the City of Muskegon Form Based Code.

In instances where terms are not defined here, they may be defined elsewhere in the existing municipal City of
Muskegon Zoning Ordinance. In such cases, the definitions contained within the existing zoning ordinance shall be
used for the administration of the City of Muskegon Form Based Code.

In instances where terms are defined in both the existing ordinances and here, the definitions here shall prevail for
the administration of the City of Muskegon Form Based Code.

Active Use: A use at the street level of a building that allows physical and visual activity to occur between the
inside of the building and the sidewalk area. A group of buildings with active street level uses will generate
pedestrian activity on the sidewalk and vehicular activity in the thoroughfare. Typical active uses include retail and
restaurants at the street level.

Adjacent Grade: The exterior grade immediately adjacent to the building or structure from which measurements
shall be taken.

Alley: A dedicated right-of-way or easement providing access for service and parking at the rear or side of a parcel.
Not intended for general traffic circulationRefer to Rear Alley. Also referred to as Rear Alley.

Architectural Elements: Elements of a building that may project from the facade beyond required build-to-line,
into required setbacks, beyond build-to-zones or into the public right-of-way as indicated in Section 2003.02.
These include balconies, awnings, canopies, eaves, cornices, bays, and projecting signs.

At-Grade Entry: An entry door that has a zero-step entrance, typically associated with the Dooryard Frontage.

Attic: An interior space of a building that has only a single floor of habitable space and that occurs within the
pitched roof structure, whether conditioned or not. Attic space is typically not among the number of stories
regulated by Context Area or Building Type, unless otherwise noted.

Awning: A retractable or fixed shelter projecting from and supported by the exterior wall of a building and
constructed of non-rigid materials on a supporting framework.

Awning Sign: A sign that typically includes letters, logos, symbols and/or designs that may be painted, screen
printed, or appliquéd to the awning.

Balcony: An open outdoor portion of an upper floor.

Balcony Frontage: A frontage type that contains a recessed balcony that is applied to the upper level floor of a
Building Type along the front street and a storefront that is applied to the ground level floor of a Building Type along
the front and side streets. It is always associated with mixed-use buildings. The balcony-storefront frontage shall
be designed to include an open-air space that is recessed into the building mass on the upper level(s) and a
storefront that is designed to promote an attractive, convenient shopping experience and transparent wall along
the sidewalk.

Basement: An interior space of a building that has more than one half (1/2) of its height below grade.

Bay or Bay Window: An interior portion of an upper floor extending beyond the building’s exterior wall plane that is
not supported from below by vertical columns or piers.

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Bike Lane, Dedicated: A bike lane that is a portion of the roadway that has be specifically designated by striping,
signing, and/or pavement markings for the preferential and exclusive use of bicyclists.

Bike Lane, Protected: A bike lane that has a physical barrier or vertical separation between moving motor vehicle
traffic and bicyclists. Examples of a physical barrier or vertical separation include plastic posts, bollards, curbs,
planters, raised bumps, or parked cars.

Bike Travel Zone: An element of the Public Realm Type Standards that is dedicated to accommodating bicycle
traffic. This zone may be defined by sharrows (shared lanes), dedicated bike lanes, and/or protected bike lanes.
Refer to Section 2007.04 for bicycle facilities that are appropriate for the Bike Travel Zone.

Building Composition: The essential architectural characteristics that define a specific Building Type.

Building Facade: The exterior walls of a building that face either a front or side street, public right-of-way, or
easement. A building can have more than one facade, if it is on a corner lot, on the waterfront, or adjacent to a
public right-of-way or civic space.

Building Footprint: The shape and placement of the ground floor of a structure on the lot or parcel.

Building Footprint, Condominium Site: The area of the condominium site within which the main building or
structure may be constructed as described in the master deed for the site condominium project.

Building Height: The number of stories permitted by the Context Area (Section 2005), with the actual measurement
of individual story height determined according to specific Building Types in Section 2006. Measurement of story
height is the distance between the floor and ceiling of that storyRefer to Height, Building.

Building Wall: In reference to the walls that face the right-of-way lines along front and side streets, public paths, or
civic spaces. Specifically related to the requirements of building site placement.

Build-To-Line: A measurement that defines the edge in which the building walls that face front and side streets are
required to be built to. When a build-to-line is indicated in the requirements for a Building Type frontage and/or
Context Area, it is a requirement and not a permissive minimum as is a setback line.

Build-To-Zone: A measurement that defines the range (or zone) in which the building walls that face front and side
streets are required to be located within. When a build-to-zone is indicated on a Building Type frontage and/or
Context Area, it is a requirement that the building walls are constructed within this range.

Building Type: Building Types describe the various forms of buildings that are permitted in the City of Muskegon
Form Based Code. Each Building Type has its own specific massing, composition, vertical dimension, and frontage
options that create its unique attributes. Building Types are regulated in Section 2006 and are allowable within
various Context Areas.

Building Type and Frontage Zone: An element of the Public Realm Type Standards that represents the portion of
the public realm that is defined by the building wall at the sidewalk. It is at this edge that private-sector
development meets public-sector investment. It is also the location where the street wall can promote activity and
vibrancy, while enhancing walkability.

Canopy: A fixed shelter projecting from and supported by the exterior wall of a building and constructed of metal or
other rigid materials.

Canopy Sign: A sign that typically includes letters, logos, symbols and/or designs that is integrated into a canopy.



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Carriage House Building Type: A Building Type that is an accessory structure typically located at the rear of a lot. It
typically provides either a small residential unit or home office space which could be located at ground-level,
above, or adjacent to a first floor garage. This Type is important for providing affordable housing choices that are
integrated into diverse neighborhoods. This Type shall only be used in conjunction with the Detached House,
Duplex, Rowhouse, or Live/Work Building Types.

Civic Building Type: A Building Type that is a small-, medium- or large-sized detached structure that incorporates
uses of special public importance including, but not limited to municipal buildings, churches, and libraries. Civic
Buildings typically have less form regulations than other Building Types because their prominence within the
community requires more iconic and distinctive form. Civic buildings are typically sited in locations of
prominence, such as corners of major intersections, terminating a street vista, or overlooking or within a civic
space. The design of these Building Types is encouraged to allow greater flexibility and distinctive architectural
expression so that they can become landmarks. In the Muskegon Form Based Code Area, schools are not
considered uses that are appropriate for Civic Buildings.

Civic Space: An outdoor area dedicated to public use that is strategically placed to facilitate use by the
surrounding community.

Clear Glass: Glass having a Visual Light Transmittance (VLT) of seventy (70) percent minimum. Heavily tinted glass
and/or reflective glass shall not be considered clear.Refer to Glass, Clear.

Context Area: Administratively similar to zoning districts in conventional codes, except that they integrate form-
based elements, including Building Type, building site placement, and off-street parking placement into the
regulation.

Cornice Expression Line: An architectural feature on buildings that acts as an upper termination or capital for the
overall composition of the building.

Cottage Retail Building Type: A Building Type that is a small- to medium-sized detached structure. It is intended to
provide retail or service uses at the ground floor. This Type will typically have a residential mass, scale, and
composition that allows it to integrate into adjacent residential areas.

Dedicated Bike Lane: Refer to Bike Lane, Dedicated.

Detached House Building Type: A Building Type that is a small- to medium-sized detached structure that
incorporates one dwelling unit. It is typically located within a primarily single-family neighborhood in a walkable
urban setting. This Type enables well-designed higher densities. It is an essential Building Type for providing a
broad choice of housing types. Synonymous with single-family house.

Departure: A Minor or Major modification to selected Form Based Code requirements, refer to Section 2002,
Tables 2002.03a and 2002.03b.

Dooryard Frontage: A frontage option where the facade of the building that faces the front street is setback a small
distance from the street, typically within a build-to-zone. The front property line is oftentimes defined by a low
wall, fence, or hedge, creating a small dooryard. The dooryard shall not provide public circulation along the rights-
of-way. The dooryard may be raised or at-grade and is most often intended for ground floor residential.

Drive-through Frontage: A frontage option that is identical to the Storefront Frontage, however it includes an
automobile drive-through at the rear or non-street facing sides. The drive-through may include a covered structure
at the service window location. This structure is designed to be a secondary element to the building and is
consistent with the massing, scale, and design of the building. This frontage is typically associated with retail and

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mixed-use buildings and includes a storefront that is designed in a way that promotes an attractive and convenient
shopping experience.

Drive-through Zone: The area (or zone) in which a drive-through is permitted to be placed on a site. Drive-through
zones are part of requirements of the Drive-Through Frontage.

Duplex Building Type: A Building Type that is a small- to medium-sized detached structure that consists of two
side-by-side or stacked dwelling units, both facing the street and within a single building massing. This Type has
the appearance of a medium-sized single-family house and is appropriately scaled to fit in single family
neighborhoods. This Type enables well-designed higher densities. It is an essential Building Type for providing a
broad choice of housing types. Synonymous with two-family house.

Eave: The projecting overhang along the sloped edge of a pitched roof.

Engaged Porch Frontage: A frontage option where the facade of the building that faces the front and/or side streets
is setback a medium distance from the front and side streets, typically within a build-to-zone. The resulting yard is
typically small and can be defined by a fence or hedge to spatially maintain the street edge. The engaged porch
has two adjacent sides of the porch that are engaged to the building (connected to and enclosed by building walls)
while the other two sides are open. Steps from the porch may be on the front or side of the porch and shall lead
directly to the sidewalk.

Expanded Tree Pit: This system is designed to provide street trees a better environment to grow and survive in
urban contexts. The principle behind the expanded tree pit is to approximate the growing conditions in which a tree
species has evolved. The more closely those conditions can be achieved, the better a tree will survive and express
its genetic potential. An expanded tree pit, or shared rooting space, may be achieved by linking individual tree pits
with an under sidewalk corridor.

Facade: Refer to Building Facade.

Fascia: Horizontal board that terminates an eave edge of a sloped or pitched roof.

Finish Ceiling: The ceiling surface, usually installed over building structure or hung from the structure, which
provides the completed ceiling surface.

Finish Floor: The floor, usually laid over a subfloor, which provides the completed floor surface.

Flex Building Type: A Building Type that is a medium- to large-sized attached or detached structure, typically built
on a large lot. It can be used to provide a vertical mix of uses with ground floor industrial, service, retail, or
residential uses; or it may be a single-use building. This Type is a primary component in a variety of urban context
areas that provide a mix of Building Types.

Forecourt Frontage: A frontage option where the facade of the building that faces the front street is at or near the
right-of-way line and a small percentage of the facade is set back, creating a small courtyard space. The courtyard
area is not covered. Forecourts used in conjunction with Mixed-Use Building Types shall have a storefront where
the forecourt and courtyard space shall be used as an additional shopping space or restaurant seating area.

Form Based Code Area: The area on the City of Muskegon Zoning Map (located in Article III, Section 300 of the City
Zoning Ordinance) that is designated as a Form Based Code District. Lots or parcels located in the Form Based
Code Area are regulated by the Muskegon Form Based Code.




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Front Street: The property lines of a parcel that are along tThe street of address for the parcel or building. Refer
also to side street. The waterfront is considered an additional front street in instances where buildings face the
waterfront and a street of address.

Frontage Type: The privately owned area between the frontage line and the building facade. Private frontages are
applied to Building Types to ensure that the building adequately engages the street, sidewalk and public realm.
Private frontages are specific to Building Types and are defined in subsections for each specific Building Type in
Section 2006. Each Building Type has many options for frontage types and therefore the specific project
requirements will determine what frontage may be used. Selection of frontages are at the discretion of the land
owner or development team.

Glass, Clear: Glass having a Visual Light Transmittance (VLT) of seventy (70) percent minimum. Heavily tinted or
reflective glass shall not be considered clear.

Green Infrastructure: Infrastructure that provides and promotes a network of natural systems within the urban
environment. Green infrastructure manages storm water, mitigates heat island effect, provides small green
spaces, improves air quality, and provides habitats for birds and animals. Green infrastructure includes trees,
storm water planters (including inlet/outlet and overflow mechanisms), rain gardens, bioswales, surface and
subsurface storm water storage structures, pervious pavements, and water efficient irrigation. Green
infrastructure, when used, shall be placed in The Sidewalk Furnishing and Tree Zone of the Public Realm Types.

Ground Cover: Grass, vegetative cover, or other living landscape.

Ground Sign: A free-standing permanent sign that is mounted directly on the ground or ground level foundation
and is often used to mark a place of significance or the entrance to a location.

Height, Building: The number of stories permitted by the Context Area (Section 2005), with the actual
measurement of individual story height determined according to specific Building Types in Section 2006.
Measurement of story height is the distance between the floor and ceiling of that story.Horizontal Expression
Band: An architectural element on buildings that acts as an upper termination for the storefront frontage.
Horizontal Expression Lines extend the entire width of the building facade above a storefront and may contain
signs. Synonymous with Sign Band.

Illuminated Sign: A sign that is illuminated by an internal or external light fixture.

Internally Illuminated Sign: A sign that is illuminated by an internal light fixture.

Impervious Surface: Any hard surfaced, man-made area that does not readily absorb or retain water including but
not limited to building roofs, parking and driveway areas, sidewalks and streets.

Large Multi-plex Building Type: A Building Type that is a medium- to large-sized structure that consists of 7 or more
side-by-side and/or stacked dwelling units, typically with one shared entry. This Type is appropriately scaled to fit
in medium-density neighborhoods and enables well-designed higher densities. It is an essential Building Type for
providing a broad choice of housing types and promoting walkability. This Building Type is most closely related to
apartment buildings or loft condominiums.

Lightwell: A component of the lightwell frontage that is recessed below the adjacent grade in order to provide a
landing and access to the basement from the sidewalk. Typically used in association with a terrace. Refer to
Terrace definition.

Lightwell Frontage: A frontage option where the facade of the building that faces the front and/or side streets is
setback a small distance from the front and side streets, typically within a build-to-zone. This frontage has a
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SECTION 2010 FORM BASED CODE DEFINITIONS
combined elevated terrace and sunken lightwell between the building wall and property line. This frontage type
buffers residential, retail, and service uses from urban sidewalks and removes the private yard from public
encroachment.

Liner Building: A specialized building that is designed to conceal a parking structure or parking lot. The liner
building may be an independent building or may be physically attached to a parking structure so that parking may
be accessed directly from floor to floor between the building and structure.

Live/Work Building Type: A Building Type that is a small- to medium-sized attached structure that consists of one
dwelling unit above and/or behind a flexible ground floor space that can be used for residential, service, or retail
uses. Both the ground floor space and the dwelling unit are owned by one entity. This Type is especially
appropriate for incubating retail and service uses and allowing neighborhood retail to expand as the market
demands.

Lot Coverage: The percentage of the lot that is taken up by buildings.

Mandatory: Refer to required.

Massing: The scale and proportions of a building or object.

Median Furnishing and Tree Zone: An element of the Public Realm Type Standards that represents the area of the
right-of-way that is dedicated to accommodating street trees, planters, and street lighting, in between vehicular
traffic in the middle of the thoroughfare vehicular zones. (This element is specific to boulevards.)

Mixed-Use Building Type: A Building Type that is a medium- to large-sized typically attached structure. It is
intended to provide a vertical mix of uses with ground floor retail or service uses and upper floor service or
residential uses. This Type makes up the primary component of a main street and downtown, and is a Building
Type that can provide street vibrancy and enhanced walkability.

Multi-plex, Large: Refer to Large Multi-plex Building Type.

Multi-plex, Small: Refer to Small Multi-plex Building Type.

New Development: Development occurring on a vacant parcel of land.

Nonconforming sign:

   1. A sign that is prohibited under the terms of this Article, but was erected lawfully and was in use on the date
      of enactment of this Article, or amendment thereto; or
   2. A sign that does not conform to the requirements of this Article, but for which a variance has been granted.

On-street Parking Zone: An element of the Public Realm Type Standards that represents the area of the right-of-
way that is dedicated to accommodating on-street automobile parking. It is the zone that typically separates and
protects people from traffic.

Optional: A feature or element that is not required, but may be provided on the project at the applicant’s
discretion.

Outdoor Seating: Patio, terrace, walkway, sidewalk, lawn or garden or any other place (which is not enclosed)
where seating is permitted, usually in association with a restaurant, bar or other related commercial uses.

Parapet: A part of the facade that extends above the roof, typically located on flat roof buildings. Parapet heights
are measured from the roof line.

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Parkway: The landscaped area between the sidewalk and the curb in a thoroughfare assembly. Located within the
Sidewalk Furnishing Zone of the Public Realm. Synonymous with Planting Strip and is also sometimes referred to
as a terrace in Muskegon.

Pilaster: A decorative or structural column that is attached to the facade of a building. Pilasters may be round, in
which case they are detailed exactly like a free-standing column. Square or rectangular pilasters may be detailed
in a simpler manner and sometimes are a wall projection (common in masonry buildings).

Porch: A slightly elevated partially enclosed area attached to a building and covered with a roof. A porch is
typically wide and deep enough to accommodate some seating.

Porch, Engaged: A porch that has two adjacent sides that are engaged to the building (connected to and enclosed
by building walls) while the other two sides are open. Steps from the porch may be on the front or side of the porch
and shall lead directly to the sidewalk. Refer to Engaged Porch Frontage.

Porch, Projecting: A porch that is open on three sides and all habitable space of the building is located behind the
rear edge of the porch. The porch is elevated above the sidewalk. Steps from the porch may be on the front or side
of the porch and shall lead directly to the sidewalk. Refer to Projecting Porch Frontage.

Projecting Porch Frontage: A frontage option where the facade of the building that faces the front and/or side
streets is setback a medium distance from the front and side streets, typically within a build-to-zone. The resulting
yard is typically small and can be defined by a fence or hedge to spatially maintain the street edge. The projecting
porch is open on three sides and all habitable space of the building is located behind the rear edge of the porch.
The porch is elevated above the sidewalk. Steps from the porch may be on the front or side of the porch and shall
lead directly to the sidewalk.

Projecting Sign: A double faced sign that is attached to the face of a building and projects from the wall of the
building at a ninety (90) degree angle. Projecting signs may include logos or creative art and graphics as part of the
sign composition and may be fabricated of wood, metal, fabric, or other durable material.

Protected Bike Lane: Refer to Bike Lane, Protected.

Public Realm: The area between the facade of a building and the corresponding facade of the building across the
street, typically defined by the rights-of-way lines of the roadway or street.

Research and Development: The innovation, introduction and improvement of products and procedures. A series
of investigative activities to improve existing products and procedures or to lead to the development of new
products and procedures. This excludes animal testing and uses that would cause a nuisance due to noise or
odor.

Public Realm Type Standard: Public Realm Type Standards describe the space within the public realm, between
the rights-of-way lines. The standards include the sidewalk, parkway, furnishing zones, curbs, parking lanes, bike
lanes, and automobile travel lanes of streets. The Standards are divided into zones with specific attributes for
each Public Realm type. Refer to Section 2007.

Rake board: The trim board along the sloping edge of a gable roof.

Rear alley: A dedicated right-of-way or easement providing access for service and parking at the rear of a parcel.
Not intended for general traffic circulation.




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SECTION 2010 FORM BASED CODE DEFINITIONS
Retail Building Type: A Building Type that is a medium- to large-sized typically attached structure. It is intended to
provide a single story building with ground floor retail or service uses. This Type makes up the secondary
component of a main street and is a Building Type that can provide street vibrancy and enhanced walkability.

Required: An element or feature that is required to be provided on the project. Synonymous with Mandatory.

Right-of-Way (ROW): An area owned or maintained by a local, county, state or federal entity, a public utility, a
railroad or a private concern for the placement of utilities or facilities for the passage of vehicles or pedestrians,
including roads, streets, pedestrian walkways, utilities or railroads.

Right-of-Way Line: A line that forms the boundary of the right-of-way.

Roof Line: The top of a flat roof adjacent to the required parapet. Used for measuring the height of the parapet.

Roof Surface: The average height of the roof surface surrounding adjacent elevators and stair enclosures that
extend above the roof of a building. Used for measuring the height of elevators and stair enclosures.

Rowhouse Building Type: A Building Type that is a small- to medium-sized attached structure that consists of 2 to
8 rowhouses placed side-by-side. This Type is typically located within medium-density neighborhoods or in a
location that transitions from single-family to mixed-use. This Type enables well-designed higher densities. It is an
essential Building Type for providing a broad choice of housing types and promoting walkability.

Scale: Refers to the size of the building, street fixture, sign or other built or constructed element.

Secondary Wing: A portion of the Small Multi-Plex building that is subservient to the main building in site
placement, size, mass, scale and sometimes height. The secondary wing is attached to the main building and in
the rear of the site, typically along the secondary street.

Setback: The minimum horizontal distance required by this Form Based Code, measured from the front, side, or
rear lot line as applicable, to govern the location of buildings, structures or uses on the lot.

Sharrow: A shared lane marking within a vehicle travel lane of a street’s surface that indicates that bicyclists may
use any portion of the full width of the travel lane.

Side Street: The property lines of a parcel that are along aAny street other than the street of address for the parcel
or building. Refer also to front street.

Sidewalk Furnishing and Tree Zone: An element of the Public Realm Type Standards that represents the area of the
right-of-way that is dedicated to accommodating street trees, planters, street lighting, sidewalk signs, seating,
public art, transit amenities, and green infrastructure.

Sidewalk Sign: A temporary and portable sign that is not permanently affixed to a structure or ground and is placed
on the sidewalk in front of a business during normal business hours. Synonymous with Sandwich Board Sign.

Sidewalk Walking Zone: An element of the Public Realm Type Standards that represents the area dedicated
exclusively to pedestrian activity and travel.

Sign Band: An architectural element on buildings that acts as a horizontal upper termination for the Storefront
Private Frontage. Sign Bands extend the entire width of the building facade above a storefront and may contain
signs. Synonymous with Horizontal Expression Band.

Sign Band Sign: A sign that is painted on, incorporated in, or attached directly to the sign band or horizontal
expression band above a storefront window or transom on buildings types with the following frontages: Storefront,
Balcony, or Drive-through.
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SECTION 2010 FORM BASED CODE DEFINITIONS
Site Placement: The placement or location of a building footprint on a lot or parcel.

Small Multi-plex Building Type: A Building Type is a medium-sized structure that consists of 3 to 6 side-by-side
and/or stacked dwelling units, typically with one shared entry or individual entries along the front. This Type has
the appearance of a large single-family house and is appropriately scaled to fit in single family neighborhoods. This
Type enables well-designed higher densities. It is an essential Building Type for providing a broad choice of
housing types and promoting walkability. This Building Type is most closely related to small apartment buildings.

Street of Address: The street that has the address of the building, lot, or parcel. Synonymous with Front Street.

Stoop: A slightly elevated unenclosed area attached to a building and corresponding to a door. A stoop is always
covered with a roof, except in instances where it is used as a frontage on the Rowhouse and Detached House
Building Types, where it may be used without a roof.

Stoop Frontage: A frontage option where the facade of the building that faces the front and/or side streets is
setback a small distance from the front and side streets, typically within a build-to-zone. The stoop is elevated
above the sidewalk. Steps or a ramp from the stoop may lead directly to the sidewalk or may be side-loaded.

Storefront Frontage: A frontage option at the ground level floor of a bBuilding Type along the front and/or side
streets. It is typically associated with retail and mixed-use buildings. The storefront shall be designed in a way that
promotes an attractive and convenient shopping experience and a transparent wall along the sidewalk.
Storefronts are at grade with the sidewalk and are sometimes shaded by awnings.

Storefront Base: The knee wall located at the sidewalk that the storefront window sits on. Sometimes referred to
as a bulkhead wall.

Story: The distance between any two adjacent floors or floor lines, measured as the distance between the finished
floor and related finished ceiling in feet and inches. Actual story heights are regulated by Building Type (Section
2006). Number of stories are regulated by Context Area (Section 2005).

Structural Soil: Part of street tree planting requirements in Public Realm Standards (Section 2007). Structural Soil
is a designed medium that can be compacted to pavement design and installation requirements while permitting
root growth. It is a mixture of gap-graded gravels (made of crushed stone), clay loam, and a hydrogel stabilizing
agent to keep the mixture from separating. It provides an integrated, root penetrable, high strength pavement
system that shifts design away from individual tree pits.

Terrace: A component of the lightwell frontage that is elevated above the adjacent grade in order to provide a
landing and access to the first floor from the sidewalk. Typically used in association with a lightwell. Refer to
Lightwell definition. Note that the term Terrace is also associated with its own frontage type (refer to definition for
Terrace Frontage). The term terrace is also used in the City of Muskegon to reference the landscaped area between
the sidewalk and curb along a street. The Muskegon Form Based Code refers to this area as either a parkway or as
the Sidewalk Furnishing and Tree Zone in the Public Realm Standards.

Terrace Frontage: A frontage option where the facade of the building that faces the front street is set back from the
right-of-way line to accommodate an elevated terrace. The terrace provides circulation along the facade. This
Frontage Type can be used to provide at-grade access while accommodating a grade change. Frequent steps up to
the terrace are necessary to avoid dead walls and maximize access. This frontage may also be used in historic
industrial areas to mimic historic loading docks. This frontage type is conditionally permitted to be used when
buildings are along a sloped grade that limits at grade access. When the frontage is used on Mixed-Use Building
Types and Retail Building Types, it is required to have a storefront.


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SECTION 2010 FORM BASED CODE DEFINITIONS
Terrace Leading Edge: The street side (side closest to street) of the Terrace Frontage wall on Mixed-Use and Retail
Building Types. This side of the wall is required to be placed at the property line (build-to-line).

Thoroughfare: An element of the Public Realm Type Standards that represents the area of the right-of-way that is
dedicated to vehicular movement.

Transom: A small horizontal window located above the storefront and entry door to allow light or air into the retail
building.

Transparency: The ability to see through with clarity. An opening in a building wall allowing light and views between
interior and exterior through the use of clear glass. Only clear or lightly tinted glass in windows, doors and display
windows is considered clear;. Heavily tinted glass or reflective glass shall not be considered clearrefer to Clear
Glass. Interior display shelves and merchandise are not allowed to obstruct views into or out of any windows,
doors, or display areas that are considered part of the transparency calculation. Windows, doors, and display
areas provide clear views into and out of the building. Transparency is integral to the relationship of buildings and
the street because of the permeable edge and dialogue that it creates between the interior and exterior of
buildings. Refer to Glass, Clear.

Tree Pit, Traditional: In an urban context, the space in the ground where a tree is planted. Traditionally, tree pits are
5 foot square or less and covered by tree grate (or more recently a permeable surface surrounding the tree). Best
practices for the long term growth and sustainability of the urban street tree is to include an expanded tree pit as
part of the planting strategy.

Tree Pit, Expanded: An expanded pit, or shared rooting space for urban plantings may be achieved by linking
individual pits with a corridor at least 18” deep and 4’ wide of suitable soil blended into the site soil to avoid
boundaries of soil discontinuity. The principle behind the expanded tree pit is to approximate the growing
conditions in which a tree species has evolved. The more closely those conditions can be achieved, the better a
tree will survive and express its genetic potential. Expanded tree pits are typically sub-surface (with only a
traditional tree pit and tree visible at the sidewalk). Expanded tree pits may be above surface in the form of raised
planters in less urban intense areas.

Vehicle Travel Zone: An element of the Public Realm Type Standards that represents the area of the right-of-way
that is dedicated to vehicular (automobiles, transit, and/or freight).

Vertically proportioned: Typically referring to the orientation of building windows, where the height of the window
is taller than the width of the window.

Wall Sign: A sign that is painted on, incorporated in, or attached directly to a building wall, with the exposed face of
the sign in place parallel to the building wall.

Waterfront Edge Public Realm Type Standard: The dedicated public space (either as defined by a right-of-way or
easement) between the lakeshore and area of the lot or parcel that can accommodate a building. The Waterfront
Edge acts as a connector for pedestrians and bikes, and as a public space for commercial, residential, and
recreational activity. The space is urban in character with fronts of buildings and active frontages facing the
waterfront.

Window Sign: Window Signs are any sign, picture, symbol or combination thereof that is designed to communicate
information about activity, business, commodity, event, sale, or service that is placed on the interior of the
window and which is intended to be seen by the public from the outside. Window signs include neon tube signs
that indicate “open” for business and other neon tube signs as indicated in this subsection.


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SECTION 2010 FORM BASED CODE DEFINITIONS
Yard: The space on a lot which is unoccupied by buildings and unobstructed from the ground to the sky.




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                                                                                                         Page 177 of 216
                       Agenda Item Review Form
                     Muskegon Planning Commission
Commission Meeting Date: April 16, 2026            Title: 2026 Goal Setting

Submitted by: Mike Franzak, Planning Director      Department: Planning

Brief Summary:
The Planning Commission discussed potential goals at the February and March meetings. Staff was
asked to number the goals in order. Please see the attached list.

Detailed Summary & Background:
The Planning Commission discussed potential goals at the February meeting. Staff was asked to
number the goals in order. Please see the attached list.

Goal/Focus Area/Action Item Addressed:

Key Focus Areas:


Goal/Action Item:
2027 Goal 1: Destination Community & Quality of Life

Amount Requested:                                  Budgeted Item:
N/A                                                    Yes        No           N/A    X

Fund(s) or Account(s):                             Budget Amendment Needed:
N/A                                                    Yes        No           N/A    X

Recommended Motion:
I move to approve the 2026 Planning Commission goals as proposed.

Approvals:                                         Guest(s) Invited / Presenting:
Immediate Division        X                        No
Head
Information
Technology
Other Division Heads
Communication
Legal Review



                                                                                          Page 178 of 216
                        Potential 2026 Planning Commission Goals


1. Institute residential lot-width maximums in R districts. These already exist in FBC districts.

2. Consolidating some commercial zoning districts (B-1, B-2, etc.) & eliminating obsolete
   zoning designations (RT, B-3).

3. Rezone business districts to FBC where appropriate. Identify B-1, B-2, & B-4 commercial
   districts that would function better as FBC.

4. Signage ordinance updates.

5. Incorporating low impact design standards. Here is a good example of LID parking lot
   improvements.

6. Updating landscaping requirements (amount of landscaping required, vegetation buffers
   along the waterfront, more street trees, etc.)

7. Identifying community needs as it pertains to PUD’s




                                                                                             Page 179 of 216
2025 MASTER PLAN
PROGRESS REPORT




                   Page 180 of 216
                                                Master Plan Progress Report
The charts in this report outline the progress made on the goals and action steps listed in the master plan. A green highlight indicates
that progress has been made for the specific recommendation. The yellow highlight explains in detail what progress has been made.




                                                                                                                                   Page 181 of 216
                                                           ECONOMIC DEVELOPMENT
Goal 1: Bolster business retention, expansion, and attraction initiatives with a robust portfolio of economic development programs and
services.
Recommendation                                                                                  Time Frame        Task Leaders
E1.1 Maintain an up-to-date tax abatement policy.                                               Ongoing           DS
The Development Services Division maintains the tax abatement policy and currently reviews abatement requests as a team, using the policy
to guide its recommendations to the Commission. The policy was updated again in 2025.
E1.2 Identify land for future business expansion.                                               Ongoing           DS
Staff is working to find a developer for the remaining parcel in the Port City Industrial Park that was acquired from the jail. Staff also continues
to work with existing businesses on expansion projects.
Goal 2: Create viable commercial corridors and neighborhood commercial/social nodes
E2.1 Invest in placemaking opportunities that capitalize on community assets.                   Ongoing           DS, PC, DDA, DPW
The city adopted an Accessory Commercial Unit ordinance utilizing the community nodes identified in the future land use map.
E2.2 Encourage the formation of business district associations and develop corridor Ongoing                       DS
         improvement plans for active business districts.
Staff has created a Corridor Improvement Checklist that will assist business owners in establishing business associations, addressing corridor
issues, and creating a vision for their corridor. The Checklist is intended to incrementally improve business corridors rather than developing
full-scale corridor improvement plans that may not be necessary. Staff is currently working with businesses on Getty St to determine the best
path forward for improvements to the corridor. The Apple Ave Corridor Improvement Plan was completed 2024, which includes a new street
design that was approved by the City Commission in 2025.
E2.3 Support retail development, growth, and expansion through zoning amendments Now                              DS, PC
         and economic incentives that encourage a range of potential unit sizes.
The city continues to operate Western Market. However, the space for the Century Club is for sale and small retailers may lose their space.
Staff will research possible zoning amendments and the tax abatement policy for ways to address the need for smaller retail spaces. City staff
continues to encourage developers to provide smaller retail spaces, however, we do not currently have any incentives specific to this goal.
Properties along Peck, Beidler and 3rd St (Midtown) were rezoned to bring these existing businesses into conformance and allow new business
expansion.
E2.4 Promote walkability through pedestrian-focused ground-level activities and use Now                           DS, PC
         micro-transit to bridge long distances.




                                                                                                                                                   Page 182 of 216
Staff updated the outdoor seating policy in 2024 and continues to approve outdoor seating requests. A new food truck parking lot has opened
behind the Corner building next to Hackley park. The city continues to operate the downtown tram service. The city started operating a
beach shuttle to transport people to the beach. Electronic scooters were briefly available in the summer of 2023, but an official contract
never materialized.
E2.5 Simplify zoning regulations to permit flexibility in business types.                Now               DS, PC
The zoning ordinance was amended to allow marinas in the Lakeside FBC. It was also amended to allow for cat cafes in numerous zoning
districts. Additional efforts are needed to increase allowable use-types for existing commercial building within neighborhoods. The Accessory
Commercial Unit ordinance was approved.
Goal 3: Create opportunities for local residents to participate in the workforce.
E3.1 Improve workforce training efforts and opportunities.                                 Now                 DS
E3.2 Create a pipeline of workforce talent from schools to local industries.               Now                 DS
Goal 4: Create a business community that is reflective of the diversity of the city.
E4.1 Help create networking and mentoring opportunities for those interested in local Now                      DS, COM
        business opportunities.
E4.2 Create a community engagement portal to address the concerns and needs of Now                             DS, COM
        local entrepreneurs.
The Corridor Improvement Checklist was created to address business-owner concerns. Staff continues to meet with different business
corridors.
Goal 5: Utilize our natural resources to develop a strong blue economy.
E5.1 Increase and enhance publicly-accessible amenities along the waterfront and Ongoing                       DS, PC
        soften shorelines where possible.
The land swap project was approved, which will increase publicly-accessible amenities along the waterfront.
E5.2 Become regionally and nationally designated by organizations that will bring Next                         DS
        visibility and economic development to Muskegon Lake.
The city participated in the creation of the Shoreline Trails and Greenways Plan.
Goal 6: Provide a diverse supply of housing options that focuses on infill development.
E6.1 Maintain a database of available lots and incentives for residential development Now                      DS
The Planning Department maintains an online database/map of available city-owned, vacant residential properties.
E6.2 Engage with developers to create agreements to provide diverse types of housing Ongoing                   DS
        options.
The Planning Department continues to work with developers on lot sales, requiring them to maximize unit counts by utilizing the most
efficient site layouts.




                                                                                                                                            Page 183 of 216
                                                         Transportation and Mobility
Goal 1: Design streets to safely accommodate all users of the street equitably, putting people first.

Recommendation                                                                               Time Frame      Task Leaders
T1.1 Develop a consistent approach to evaluating the conditions of city streets to Ongoing                   DPW
        ensure that they are sized appropriately and designed to serve all users. Prioritize
        traffic studies and design interventions on streets identified as those which
        impede safe, comfortable, and convenient travel for all users.
T1.2 Create and maintain a detailed inventory of existing, typical street design Now                         DPW, DS
        components used throughout the city including, but not limited to, right-of-way
        width, pavement width, travel and parking lane configuration, intersection
        treatments, design speeds and posted speed limits.
The City entered into a three-year contract for traffic volume and speed data software to address traffic mobility across the city.
T1.3 Establish and adopt street design standards that consider existing, typical street Now                  DPW, DS
        design components and incorporate best practices in urban street design and
        construction. Complete all new street design projects in a way that exemplifies a
        safe streets approach and promotes safe, comfortable, and convenient use of the
        street by all.
Staff continues work on developing formal street design standards.
Goal 2: Strengthen walkability, accessibility, and connectivity at major corridors and neighborhood centers.

T2.1    Incorporate pedestrian and other active transportation amenities into the design Now             DPW, DS
        of streets at commercial corridors and community nodes that improve access and
        mobility for all users.
The Apple Ave redesign includes reduced driving lanes and includes a new bike lane. The Lakeshore/Laketon Trail Connector on Sanford and
Terrace designs were approved and will be constructed in 2026.
T2.2 Maintain the existing street grid and reestablish it where it has been lost.        Ongoing         DPW, DS
Goal 3: Establish a local funding source for street right-of-way improvements.

T3.1    Launch a citizen education campaign to increase the general understanding of Next                      DPW, DS, COM
        the means of financing public right-of-way projects and ongoing maintenance
        needs.
T3.2    Consider methods of establishing local funding for right-of-way projects and Next                      DPW, DS, CM
        maintenance




                                                                                                                                      Page 184 of 216
Goal 4: Improve access to public transportation.

T4.1    Partner with MATS to complete improvements to the public realm surrounding Now                     DPW, DS
        bus stops throughout the city.
T4.2 Within 1/4-mile of existing bus stops in residential areas, enable transit- Now                       DS, PC
        supportive housing densities/a housing supply that can support transit.
Properties along Peck St were rezoned to FBC, allowing denser developments, especially the properties closest to Laketon Ave.
T4.3 Partner with MATS to ensure public transportation options that service new or Ongoing                 DS, CM
        planned housing, employment, and commercial centers.
Goal 5: Utilize less land for vehicle parking throughout the city.

T5.1    As parking demand fluctuates, travel habits change, and new development Ongoing                  DS, DPW
        occurs, follow the strategies outlined in the City of Muskegon Parking Strategy,
        expanding the area of focus.
The zoning ordinance was amended to reduce the minimum number of parking spaces required for residential units from two to one.
T5.2 Make better use of on-street parking where it exists and/or where it can be Now                     DS, DPW
        accommodated.
The Traffic Committee regularly reviews parking restrictions city-wide.
Goal 6: Promote and improve active transportation through maintenance and expansion of the network of sidewalks and nonmotorized trails.

T6.1 Establish an active transportation plan.                                           Next             DS, DPW
The Shoreline Trails and Greenways plan was completed in 2025. An ongoing committee meets to address implementation of the plan.
T6.2 Using the plan as a guide, expand the city’s active transportation network.        Next             DS, DPW
Goal 7: Require new developments to incorporate strong connections to the existing transportation network.

T7.1    Update the City’s subdivision standards to encourage expansion of the existing Now                    DS
        street grid into newly-platted areas, creation of small blocks, and to restrict
        construction of new disconnected streets.
T7.2 When reviewing new developments, involve public transportation entities to Ongoing                       DS
        incorporate connections that serve new residents.
T7.3 Ensure that all new development located adjacent to existing or proposed non- Ongoing                    DS, PC
        motorized transportation facilities provides intentional public connections to
        those facilities.
Goal 8: Establish a process to complete quick-build street projects to improve safety within the city’s neighborhoods.




                                                                                                                                      Page 185 of 216
T8.1     Create a series of steps for neighborhood associations and business Now                                DS, DPW
         improvement districts to follow when requesting alterations to streets.
T8.2 Establish a means of measuring the success of projects undertaken through the Now                          DS, DPW
         quick-build program, consistently building on successful projects and evaluating
         failures.
Goal 9: Inventory and establish a policy for alley vacations and establishment of new alleys.

T9.1    Encourage increased and continued use of public alleys through an improved Now                         DS, DPW
        maintenance plan, a more rigid access management policy, and education on
        and, when necessary, enforcement of parking regulations.
The city continues to utilize grant funding to pave public alleys and offers residents the option to improve their alleys.
T9.2 Adopt standards for approving future requests for alley vacations.                       Next             DS, DPW
Goal 10: Ensure transportation connections to the greater region and other population centers.

T10.1 Seek partnerships with public transportation services in neighboring Ottawa and Next                      DS, DPW
      Kent Counties to establish connections to their population centers and
      associated transportation options.
T10.2 Establish more frequent, state-wide bus service to and from Muskegon.            Next                     DS, CM
T10.3 Lobby for extension of passenger rail service to Muskegon. Study the feasibility Next                     DS, CM
      of passenger rail connections to Muskegon.




                                                                                                                             Page 186 of 216
                                                        Housing & Neighborhoods
Recommendation                                                                        Time Frame      Task Leaders
Goal 1: Adopt policies that provide housing choice within all neighborhoods.

H1.1 Evaluate existing land uses throughout the city to determine where housing Now                         DS
       options can best be integrated into the city’s neighborhoods.
Zoning reform was approved in 2024. Duplexes, triplexes and ADU’s are now allowed in all residential zoning districts. Later amendments
included the addition of cottage courts.
H2.2 Study the needs of neighborhoods as well as shortcomings and weaknesses in Now                         DS
       the city’s housing stock.
The Development Services Department plans on updating the housing needs study in 2026. A housing dashboard is being developed to track
ongoing progress towards the city’s housing goals.
H3.3 Foster public-private partnerships that assist in the creation of affordable Now                       DS
       housing units.
The city was awarded six LIHTC developments in the past two years and staff continues to work with developers on providing affordable
housing units, including the newly created scattered site PILOT agreements.
Goal 2: Infill vacant residential lots with new housing options.
H2.1 Track vacant property in the city and utilize the information in marketing pieces Ongoing              DS
       and sale policies.
Vacant, city-owned properties can be found on the City’s website here. The lot sale policy was updated in 2025.
H2.2 Educate and partner with other groups or individuals that own large quantities Next                    DS
       of vacant land in the city (Muskegon County, State of Michigan, private property
       owners) to create additional opportunities for infill housing construction on
       vacant lots, regardless of ownership.
The County of Muskegon has partnered with Allen Edwin Homes to build 30 homes. Planning Department staff has begun compiling a list of
privately-owned buildable lots.
H2.3 Partner with developers to construct infill housing. Explore unique development Ongoing                DS, CM
       agreements that utilize the City’s resources that pair with a developer’s strengths
       to construct new housing in established residential areas.
The Development Services Division continues to work with a wide variety of developers, many of them local.
H2.4 Involve a wide range of developers to ensure variety in housing products and to Ongoing                DS
       provide architectural diversity. Require individual developers to provide multiple




                                                                                                                                      Page 187 of 216
       floorplans and interior layouts that draw from the needs and architectural styles
       of the immediate neighborhood.
The Planning Department continues to work with a wide variety of large and small-scale developers to build housing. We continue to sell lots
for a mixture of different housing types and sizes, including duplexes, ADU’s and smaller houses under 600 sf. City staff is developing pre-
approved housing plans that developers can utilize.
Goal 3: Create walkable community nodes within a short distance of all residents.
H3.1 Identify existing or potential community nodes in each city neighborhood to Now                       DS
       serve as a strong center(s) from which the neighborhood can orient itself and
       build upon.
Community nodes have been identified and incorporated into the future land use map. An Accessory Commercial Unit ordinance was
approved in 2025, using the community nodes identified in the future land use map.
H3.2 Update land use regulations to permit better integration of different land uses at Now                DS, PC
       identified community nodes.
The rezonings on Peck St, Beidler, Midtown, and Lakeshore Dr have allowed for a variety of land uses and reinforced these locations as
community nodes.
Goal 4: Require new development to provide identified public amenities for existing and future residents.
H4.1 Work with developers of major projects to incorporate needed amenities as Now                         DS
       identified by neighborhood residents.
H4.2 Create a database that identifies the public amenity needs of certain areas. Ongoing                  DS
       Developers that are seeking information on potential investments can be notified
       early on about the needs of the community.
Goal 5: Encourage participation in neighborhood associations to create strong neighborhoods with invested
residents empowered to address their common needs.
H5.1 Provide staff assistance to neighborhood associations so they have the ability to Ongoing             DS
       meet regularly and have the knowledge to legally operate.
The city continues to host the monthly Neighborhood Associations of Muskegon (NAM) meetings at City Hall.
H5.2 Offer financial incentives to neighborhood associations that partner with the city Ongoing            DS, CM
       on general maintenance and services that would otherwise go unaddressed.
The city continues to provide the Neighborhood Empowerment Program grants to individual neighborhood associations.
Goal 6: Strive to protect existing neighborhood residents from displacement and safeguard the cultural practices of diverse groups within
the same space.
H6.1 Create programs and partnerships with neighborhood associations and Ongoing                           DS, CM
       neighborhood task forces to limit the negative effects of reinvestment and
       ensure that existing residents benefit from such changes.




                                                                                                                                           Page 188 of 216
H6.2 Continue to offer and expand housing stability programs.                           Ongoing           DS
H6.3 Continue to provide affordable housing units in all neighborhoods.                 Ongoing           DS, PC
In 2025, the city programmed 121 units (between single family and duplex homes) of scattered site PILOT housing that will create affordable
housing units with reduced taxes. We have also programmed 294 units for LIHTC development, which include subsidized apartment units
available for those making between 30-120% of area median income. These projects include Froebel School, Apple Crossings, Amity Crossings,
Allen Crossings, Nelson School and Pivotal (former McDonalds on Webster Ave).




                                                              Natural Features
Goal 1: Protect the quality of the Muskegon Lake watershed.

Recommendation                                                                               Time Frame        Task Leaders
N1.1 Implement land-use regulations that will help filter and clean water before it Now                        DS, PC
        enters the watershed.
N1.2 Create a program through which lakefront property owners can receive funding Next                         DS, DDA
        to plant native vegetation along their property.
N1.3 Promote sustainable practices through education and outreach.                           Now               DS, COM
Goal 2: Balance the different interests on Muskegon Lake
N2.1 Allow for a wide variety of land uses along the Muskegon Lake shoreline Ongoing                           DS, PC
        considering the necessity of certain land uses and paying special attention to
        location, past planning efforts, existing context, and market demand.
N2.2 Conduct a carrying capacity study for Muskegon Lake.                                    Now               DS
Goal 3: Create wildlife corridors with small natural pathways that connect large natural areas.
E3.1 Conduct a wildlife corridor study that focuses on linking existing corridors.           Now               DS, DPW
The Muskegon Rotary Club created a micro forest on Marquette, using this goal as inspiration.
E3.2 Bolster Muskegon’s urban tree canopy.                                                   Now               DPW
The city completed a tree inventory that identifies the health of all trees in public spaces. The City continues to apply for urban tree grants
and plants around 100 trees per year.
Goal 4: Improve the environmental quality of greenway corridors by cleaning up contaminated sites, safeguarding areas highly susceptible
to private land use, and reducing dumping.
E4.1 Help remediate contaminated open spaces with phytoremediation efforts.                  Next              DPW




                                                                                                                                             Page 189 of 216
E4.2   Require low impact design techniques at sites near environmentally sensitive Now    DS
       ecosystems.
E.4.3 Prioritize the development of residential lots at the end of streets and those Now   DS
       adjacent to open spaces.
Goal 5: Strengthen climate resilience efforts.
E5.1 Create a climate action plan.                                                   Now   CM




                                                                                                Page 190 of 216
                       Agenda Item Review Form
                     Muskegon Planning Commission
Commission Meeting Date: April 16, 2026               Title: City of Muskegon Capital Improvement Plan

Submitted by: Jonathan Seyferth, City Manager         Department: Manager's Office

Brief Summary:
As required by state statute, the Planning Commission must adopt and approve the 6-year Capital
Improvement Plan and recommend adoption and approval by the City Commission.

Detailed Summary & Background:
A Capital Improvement Plan (CIP) is a list of capital projects (public buildings, infrastructure, or large
equipment), along with the anticipated cost of those projects ($50,000+), scheduled over six or more
years. The process of developing a CIP is a necessary step in an organized effort to strengthen the
quality of public facilities and services; provide a framework for the realization of community goals
and objectives; and provide a sound basis on which to build a healthy and vibrant community.

The Michigan Planning Enabling Act (Public Act 33 of 2008, MCL125.3865) requires a CIP to be
prepared and adopted by the Planning Commission and the local elected legislative body. This is
also a requirement to maintain the city's status as a Redevelopment Ready Community (RRC). An
RRC community is one ready for development, planning for new investment and reinvestment,
identifying assets and opportunities, attracting and retaining businesses, offering superior customer
service, and having a streamlined development approval process.

Goal/Focus Area/Action Item Addressed:

Key Focus Areas:


Goal/Action Item:
2027 GOAL 4: FINANCIAL INFRASTRUCTURE - Maximized efficient use of existing infrastructure

Amount Requested:                                     Budgeted Item:
NA                                                     Yes            No            N/A     X

Fund(s) or Account(s):                                Budget Amendment Needed:
NA                                                     Yes            No            N/A     X

Recommended Motion:
To adopt and approve the Capital Improvement Plan as presented and recommend adoption and
approval by the City Commission.

Approvals:                                            Guest(s) Invited / Presenting:


                                                                                                Page 191 of 216
Immediate Division     X   No
Head
Information
Technology
Other Division Heads
Communication
Legal Review




                                Page 192 of 216
FY23-24 Budget

                                                                                                                                                                                                                                                       FUNDING SOURCES

                                                                                                                                           Lead                 Grants + Aid               Major Street   Local Street                                   State Grants    Sewer Fund   Water Fund   Marina Fund               Equipment
Project Title                                          Proposed Fix                                                Phase      Fund                    GL#                      G.F (101)                                 Arena (254)      P.I. (445)                                                             PSB (642)                 Total Cost   Comments
                                                                                                                                           Fund                   (Varies)                   (202)           (203)                                          (482)          (590)        (591)         (594)                    (661)

Public Art Maintenance                                 Hackley Park Monument Conservation Work                     D+C       General       101       92120        $50,000      $50,000                                                                                                                                                     $100,000     Grant Recieved!


ADA Upgrades                                           TBD                                                         D+C       General       101       91116                     $32,700                                                    $50,000                                                                                           $82,700     DOJ Settlement Agreement - Back to old funding levels for 22/23


PM Beach Parking Upgrades                              Carry Over from 22/23                                                 General       101       92106                     $28,381                                                                                                                                                      $28,381


Treasurer Windows                                      Carry Over from 22/23                                                 General       101       92019                     $58,195                                                                                                                                                      $58,195


Olthoff Drive Extension                                Extension through Prison Site                                C                      404       92111       $630,000                                                                                 $970,000                                                                        $1,600,000    $630k MDOT TEDF, Remainder

Sherman Boulevard (Seaway to 700 feet East of
                                                       Concrete Reconstruction                                      C      Major Streets   202       92122      $1,757,000                  $543,000                                                                                                                                      $2,300,000    $375k EGLE Grant, $1,400,000 STIP.
Barclay)

Keating, Industrial Boulevard to Port City Boulevard   Mill and Resurface                                           C      Major Streets   202       92324                                  $350,000                                                                                                                                       $350,000     Utilities in good condition, no water services needed, pavement condition poor, shovel ready project.


Southern Avenue (Lakeshore Drive to Seaway Drive)      HMA Reconstruction                                           D      Major Streets   202       92218                                  $50,000                                                                                                                                         $50,000     Survey and Design work. FY24 Federal Funded Project


Amity Street Bridge                                    Design Only (Remove/Reconstruct)                             D      Major Streets   202       92123                                  $50,000                                                                                                                                         $50,000     Survey and Design work. FY25 Federal Funded Project

FY22 DWRF WaterService Replacements - East Marsh
                                                       Watermain Service Replacement                               D+C        Water        591       92327      $3,000,000                                                                                                            $240,000                                            $3,240,000    Part of FY22 DWRF Loan, but contractor plans on FY24 construction (have three years to spend loan proceeds)
Field

DWAM Grant                                             Final Year of Eligibility (Except July and August of '24)   D+C        Water        591       92124       $460,000                                                                                                                                                                  $460,000     100% Reimbursement for Drinking Water Asset Management activities. $330k for P&N field work and $130k for City forces to verify LSL locations


Mill and Resurface - East Marsh Field                  Mill and Resurface                                           C      Local Streets   203                                                             $400,000                                                                                                                        $400,000     Follow up to FY22 DWRF funds. DWRF will replace LSL's in Marsh Field neighborhood, this project will fix the streets afterward.


Millard Street, Lake Dunes to West End                 Reconstruct                                                 D+C     Local Streets   203       92340                                                 $275,000                                                                                                                        $275,000     Part of an effort to spend more on local streets


2nd Street, Muskegon to Houston                        Design Only (Reconstruct)                                    D      Local Streets   203       92342                                                 $25,000                                                                                                                          $25,000     Part of an effort to spend more on local streets


New Street, Calvin to Evanston                         Design Only (Reconstruct)                                    D      Local Streets   203       92341                                                 $50,000                                                                                                                          $50,000     Part of an effort to spend more on local streets


Edgewater Street                                       Rehabilitate, Realign intersection with Lakeshore           D+C     Local Streets   203       92334                                                 $275,000                                                                                                                        $275,000     Follow up to FY23 DWRF funds. DWRF will replace LSL's, this project will fix the street afterward. Potential intersection alignment changes to support art initiative.


City Hall Upgrades                                     Boiler Replacement                                          D+C       Pub Imp       445-901-971-092332
                                                                                                                                            445                                                                                          $565,000                                                                                          $565,000     Replacement underway


Parks Capital Plan, FY24 Portion                       TBD by Master Planning Process                              D+C     State Grants    482-901-735-092339
                                                                                                                                            482                                $300,000                                                  $150,000        $1,500,000                                                                       $1,950,000    $1.5M ARPA Funds, $135k Convention Center Naming Rights, $400k Parking Revenue

                                                       Construct new restroom building and rehabilitate "Kite
PM South Restroom Building                                                                                          D        General       101       92410       $300,000                                                                                                                                                                  $300,000     DNR Trust Fund Grant for $300,000, Match from GF, awaiting legislative approval (moved to 24/25 fy)
                                                       Shack"

                                                       Bathroom rehabilitations, office upgrades, north dock
Hartshorn Marina Improvements                                                                                      D+C       General       101                   $250,000                                                                                                                           $250,000                               $500,000     Match from Adelaide Pointe
                                                       repairs, etc.

Second Floor Office Buildout                           Development Services & Public Safety                        D+C       General       101       92404                     $260,000                                                                                                                                                    $260,000     Split between Public Safety and Dev. Services


RR Crossing Replacements                               Southern & Terrace Point                                    D+C     Major Streets   202                                              $300,000                                                                                                                                       $300,000     In advance of MDOT-funded projects


Miscellaneous Lift Station Repairs / Upgrades          TBD as needs identified                                     D+C        Sewer        590       91828                                                                                                               $100,000                                                          $100,000     Various year to year based on immediate unplanned for needs

                                                       Morton, Edgewater Neighborhood, Lift Station
FY23 SRF - Edgewater, Morton, Etc                                                                                   C         Sewer        590       92328      $7,899,468                                                                                               $1,905,000   $2,757,963                                          $12,562,431   Wilcox/Thompson/Edgewater and Morton, Lincoln to Denmark, Edgewater and Harbortowne Lift Stations, $4.5M in LSLR on Apple, South Campbell
                                                       Upgrades

FY24 SRF/DWRF                                          Engineering and Design                                       D         Water        591       92401                                                                                                               $150,000     $150,000                                             $300,000     FY24 SRF/DWRF Project - TBD Based on Project Plan

                                                       Various Projects @ WFP - Not Eligible for Participation
Water Filtration Plant - WMRWA Ineligible                                                                          D+C        Water        591       92035                                                                                                                             $60,000                                              $60,000     Elevated Inspections, Harvey Inspection
                                                       by WMRWA

                                                       Various Projects @ WFP - Eligible for Participation by
Water Filtration Plant - WMRWA Eligible                                                                            D+C        Water        591       92034                                                                                                                            $323,000                                             $323,000     30" Meter Build, Unit Heaters & Dehumidifier PLCs, Chemical Storage Tanks, SWIPP, Clearwell Inspection
                                                       WMRWA

DPW Upgrades                                           TBD                                                         D+C         PSB         642                                                                                                                                                                   $100,000                  $100,000     Front office, furnace repairs, etc.


DPW Software System                                    Cartegraph Base and 2 TBD Domains                           D+C         PSB         642                                                                                                                                                                   $75,000                    $75,000     Work Order Management, Asset Management, Fleet Management, Facility Management, Public-Facing Components such as Permits, Citizen Reporting, Etc.


DPW Cell Phone Build Out                               Cell Phone for all DPW Personnel                             C          PSB         642                                                                                                                                                                   $37,500                    $37,500     Estimated 50 phones at $750 each; monthly cost in opereational budgets


Police Equipment Purchases                             Includes $80,000 for buildout costs (vehicles)               C       Equipment      661                                                                                                                                                                               $255,000      $255,000     3 Cruisers, 1 Detective


Infill Land Purchases                                  Infill Land Purchases                                                 Pub Imp       445                                                                                           $3,000,000                                                                                       $3,000,000    Infill Land Purchases


DPW Equipment Purchases                                Includes $80,000 for buildout costs (DPW vehicles)           C       Equipment      661                                                                                                                                                                               $1,095,160   $1,095,160    Combination Sewer Truck ($540,000), 2 Snow Plows ($400,000 Total), (2) 1/2 Ton Pickups, Skid Steer, 4X4 Utility Vehicle (Kioti Replacement)


Fire Station # 5 at Marquette roof replacement         Roof Replacement                                             C        Pub Imp       445       92403                                                                                $80,000                                                                                           $80,000     Does not need total remove and replace, it does have considerable areas of rotting. there is also any infestation


Rink Shield (Arena Glass)                              Replace - Add New                                           D+C        Areana       254                                                                            $73,935                                                                                                           $73,935     Replace current Rink Shield. Current shielding is scratched and 5+ years old. New glass will be better taken care of with procedures for putting in and taking out during turnovers.


DMDC Parking                                           Obtain downtown parking                                               Pub Imp       445                                                                                           $531,220                                                                                          $531,220


Nelson House                                           Move Nelson House                                                     Pub Imp       445       92337                                                                                 $1,000                                                                                           $1,000      Out for bid as of 8/7, Bid opening scheduled 8/15 ($199000 Moved to 24/25 FY)


                                                                                                                           23-24 Budget Year Requested Totals   $14,346,468    $729,276    $1,293,000     $1,025,000      $73,935        $4,377,220      $2,470,000      $2,155,000   $3,530,963    $250,000     $212,500    $1,350,160   $31,813,522




FY24-25 Budget

                                                                                                                                                                                                                                       FUNDING SOURCES

                                                                                                                                           Lead                 Grants + Aid               Major Street   Local Street                                   State Grants    Sewer Fund   Water Fund   Marina Fund               Equipment
Project Title                                          Proposed Fix                                                Phase      Fund                    GL#                      G.F (101)                                 Arena (254)      P.I. (445)                                                             PSB (642)                 Total Cost   Comments
                                                                                                                                           Fund                   (Varies)                   (202)           (203)                                          (482)          (590)        (591)         (594)                    (661)

ADA Upgrades                                           TBD                                                         D+C       General       101       91116                     $50,000                                                                                                                                                      $50,000     DOJ Settlement Agreement - Back to old funding levels for 22/23

                                                       Roof replacement on large upper and 2 of 4 lower
City Hall Roof                                                                                                     D+C       General       101       92019                        $0                                                                                                                                                          $0        Recommendations and budget per Garland
                                                       roofs

Core IT Infrastructure Upgrades                        Server core Infrastructure and core Switching               D+C       General       101                                 $94,000                                                                                                                                                      $94,000

                                                       New three-stall storage building north of WFP for Fire,
Area 51 Storage Building                                                                                           D+C         pub         445                    $20,000                                                                                                              $50,000                                              $70,000     Concept drawing available, prepared by Mohammed many years ago. Replaces fire shed, expands available storage, organizes Area 51 and protects equipment. May use general fund in place of PI.
                                                       Parks, WFP

FD Station # 5 bathroom upgrade/addition               Construct additional bathroom and upgrade existing          D+C       General       101                                 $50,000                                                                                                                                                      $50,000     Rehab existing bathroom, add second gendered bath.


Police Department First Floor Upgrades                 Backfilling Areas Vacated by 2nd Floor Upgrades             D+C       General       101       92424                                                                                $300,000                                                                                         $300,000


Southern Avenue (Lakeshore to Seaway)                  Southern Avenue (Lakeshore to Seaway)                       D+C     Major Streets   202       92218       $748,530                  $1,492,849                                                                     $139,573     $854,807                                           $3,235,759    Southern Ave (Lakeshore to Seaway) 53 WS's


Ottawa Street Bridge Removal                           Ottawa Street Bridge Removal                                 C      Major Streets                         $443,000                                                                                                                                                                  $443,000     MDOT performing all funding, engineering and construction oversight. Bundled with other projects statewide.


Amity Street Bridge                                    Remove Bridge and Replace with Fill                          C      Major Streets   202       92123       $508,300                    $89,700                                                                                                                                       $598,000     Full removal of structure and reconnection of Amity Avenue


Lakeshore, 300' East of Cottage Grove to Edgewater     Engineering and Design                                       D      Major Streets   202       92408                                   $50,000                                                                      $40,000      $10,000                                             $100,000     Reconstruction with City Funds (reimbursed in FY26), includes forcemain from Austin L.S. to 1,600 feet west of Sherin

FY22 DWRF WaterService Replacements - East Marsh       Watermain Service Replacement (775,000 most
                                                                                                                   D+C        Water        591       92327       $775,000                                                                                                                                                                  $775,000     Part of FY22 DWRF Loan, but contractor plans on FY24 construction (have three years to spend loan proceeds)
Field                                                  reimbursed salaries so won't be capital)

DWAM Grant                                             Anticipating Extension to May '25                           D+C        Water        591       92124       $289,084                                                                                                                                                                  $289,084     100% Reimbursement for Drinking Water Asset Management activities. $330k for P&N field work and $130k for City forces to verify LSL locations


Mill and Resurface - East Marsh Field                  Mill and Resurface                                           C      Local Streets   203                                                             $400,000                                                                                                                        $400,000     Follow up to FY22 DWRF funds. DWRF will replace LSL's in Marsh Field neighborhood, this project will fix the streets afterward.


Millard Street, Lake Dunes to West End                 Reconstruct                                                 D+C     Local Streets   203       92340                                                 $305,000                                                                    $95,000                                             $400,000     As-Bid and Approved. Effort to address Local Roads Needs


1st Street Sanitary Improvements                       New sanitary for Apple Ave in 2026                                  Major Streets                                                                                                                                  $450,000                                                         $450,000     Reroute Apple Ave sewer. Apple sewer needs replacement, this allows increased grade to improve conditions and service.


2nd Street, Muskegon to Houston                        Local Reconstruct                                            C      Local Streets   203       92342                                                 $300,000                                                                    $45,000                                             $345,000     Per proposal to Commission at 11/13/23 Work Session, Ready to Bid


New Street, Calvin to Evanston                         Local Reconstruct                                            C      Local Streets   203       92341                                                 $975,000                                                                    $140,000                                           $1,115,000    Per proposal to Commission at 11/13/23 Work Session, Ready to Bid


Edgewater St, Thompson to Lakeshore                    Reconstruct with Intersection Realignment                   D+C     Major Streets   202       92334                                  $425,000                                                                                                                                       $425,000     Follow-up to FY23 DWRF LSLR project


Oak and Sun Dolphin Rehabilitation                     Mill & Resurface                                            D+C     Major Streets   202       92405                                  $475,000                                                                                                                                       $475,000     Shovel Ready Project with no utility work, Ready to Bid


2024 Patching Program                                  Mill & Resurface Various Locations                           C      Major Streets   202                                              $200,000       $100,000                                                                                                                        $300,000     Glen from Hackley to Addison, Beach from Beach to Silversides, Irwin @ Wood, Allen from Home to Creston


Splash Pad Reconstruction                              Rebuild in place                                             C        General       101                   $300,000                                                                                                                                                                  $300,000     $250,000 from Spark Grant, $50,000 from Howmet. Spalsh pad bid $296,000, new sign $19,000. Remainder from ARPA


Terrace Irrigation                                     Install Irrigation                                          D+C     Major Streets   202                                                                                                                                                                                                $0


5th Street, Western to Shoreline Dr                    Reconstruct and Replace Storm Sewer                          D      Local Streets   203                                                              $50,000                                                                                                                         $50,000     Very poor condition. Lumberjacks making improvements to an entrance that will use the Shoreline parking lot, increasing use. Possible reimbursement from RAP for portions of work near Thayer.


Apple Avenue Utility Design                            Water and Sewer Related to MDOT's 2026 Rebuild               D         Sewer        590                                                                                                                            $45,000      $20,000                                              $65,000     Per P&N proposal



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Page 193 of 216
                                                     Misc. Lift Station Repairs/UpgradesTBD as needs
Miscellaneous Lift Station Repairs / Upgrades                                                                 D+C        Sewer          590       91828                                                                                                                              $250,000                                                         $250,000     Upgrades to Sherman LS, Panel at Industrial Park LS (2x of normal annual line item)
                                                     identified

                                                     Replace Difficult to Operate Hydrants Throughout
Obsolete Hydrant Replacements                                                                                 D+C       Pub Imp         445                                                                                                                                                                                                              $0        Combination DPW and Fire project. Consider other funding source.
                                                     Town

                                                     Construct new restroom building and rehabilitate "Kite
PM South Restroom Building                                                                                     C        Pub Imp         445       92410        $300,000                                                                               $400,000                                                                                        $700,000     DNR Trust Fund Grant for $300,000, Match from GF, awaiting legislative approval
                                                     Shack"

                                                     Bathroom rehabilitations, office upgrades, north dock
Hartshorn Marina Improvements                                                                                 D+C       General         101                                                                                                                                                                    $250,000                               $250,000     Match from Adelaide Pointe
                                                     repairs, etc.

Marina Dredging                                      Dredge Marina near seawall                               D+C        Marina         594                                                                                                                                                                    $100,000                               $100,000     Dredging hasn't been done in at least 10 years. Typical schedule is 3-5 years.


FY24 SRF                                             $10M in LSLR, $878k for Nims Tank                         C         Water          591       92407       $2,500,000      $3,378,000                                                                                                                                                             $5,878,000    FY24 SRF/DWRF Project - TBD Based on Project Plan


FY25 SRF                                             Engineering and Design                                    D         Water          591                                                                                                                                                       $150,000                                            $150,000     TBD during update of project plan. Expenses hit in FY25 but will be "reimbursed" in FY26 by bond proceeds.

                                                     FY23 DWRF Water Service Replacements (Apple, Clay
FY23 SRF                                                                                                       C         Water          591       92328       $3,375,000      $1,125,000                                                                                                                                                             $4,500,000    FY23 DWRF Water Service Replacements (Apple & Clay Hill)
                                                     Hill, Oakview)

FY23 SRF - Wilcox/Thompson                           Bluffton Neighborhood Utility Replacements                C         Sewer          590       92222        $864,500       $535,500                                                                                                                                                               $1,400,000    Wilcox/Thompson/Edgewater


FY23 SRF - Morton                                    Morton, Lincoln to Denmark                                C         Sewer          590       92221        $331,250       $168,750                                                                                                                                                                $500,000     Morton, Lincoln to Denmark


Water Service Replacements                           Various locations                                        D+C        Water          591                                                                                                                                                       $750,000                                            $750,000     Targetting 2.5% replacement rate, Using Water Bill LSL Fee


Water Filtration Plant - WMRWA Eligible              Controls upgrades, intake valves, and pump rebuilds      D+C        Water          591       92034                                                                                                                                           $375,000                                            $375,000     Control system hardware and software upgrades ($175,000); replace/rebuild two 60" intake valves ($200,000)


Water Filtration Plant - WMRWA Ineligible            High Service Pump Rebuilds                               D+C        Water          591       92035                                                                                                                                           $50,000                                              $50,000     Two high service pump rebuilds ($50,000)


DPW Upgrades                                         TBD                                                      D+C         PSB           642                                                                                                                                                                                 $200,000                  $200,000     Purchase of Pound Buddies site and/or front office upgrades


Wood Street Storage Facility                         Rehabiltiate storage building at 1290 Wood St ARPA       D+C       General         101                                                                                                           $50,000                                                                                          $50,000     Mostly Parks, some cemetery storage. Makes up for loss of Amoco storage building to Public Safety (became vehicle evidence storage) ARPA


Fire department New Engine - move to 24-25 FY        New Engine                                               D+C       General         101       92517                                                                                               $400,000                                                                                        $400,000     Replace aging engine per captial plan for FD (Truck is already ordered, bill will be due in 2025. Target use of APRA funds not used in other programs (about $435,311.04)). Transfer $250k FY 24-25 to PIF 445.


Fire Department New Pickup LOOK AT NEXT YR           New Vehicle                                               C        General         101                                                   $0                                                                                                                                                         $0        Mi Bid addition to the fleet - for BLS response. From Fire Department account; plan for FY 25/26


Parks Capital Plan FY25 Portion                      TBD by Master Planning Process                            C      State Grants      482       92339                                                                                               $485,000       $1,500,000                                                                      $1,985,000    $1.5M ARPA Funds, $135k Convention Center Naming Rights, $400k Parking Revenue


Police Equipment Purchases                           Includes $80,000 for buildout costs                       C       Equipment        661                                                                                                                                                                                             $165,000      $165,000     3 Cruisers, 1 Detective


DPW Equipment Purchases                              Includes $100,000 for buildout costs                      C       Equipment        661                                                                                                                                                                                             $1,265,000   $1,265,000    Joe Buckingham's Office


Development Services Fleet Vehicle - Delete          New Vehicle                                               C        General         101                                                   $0                                                                                                                                                         $0        Electric if possible; move to FY 26/27


Scoreboard - Trinity Health Arena                    Replace existing Score/Videoboard                        D+C        Arena          254                                                                                           $350,000                                                                                                        $350,000     Recieved bids from 3 distributors and manufacturers. OES is preffered vendor. Would replace with state of the art digital board with static board for Youth and Mens League as well as new goal lights. This includes the cost of installation as well...


Pere Marquette Parking Upgrades                      Includes Indiana Street Plaza Improvements                C        Pub Imp         445                                                                                                                                                                                                              $0        $1,750,000


880 First Demolition                                 Demo building, fill basement, plant grass                 C        Pub Imp        4454                                                                                                           $500,000                                                                                        $500,000     Waiting on estimate. Remainder for housing purchases. Project run by Development Services


Nelson House                                         Move Nelson House                                                  Pub Imp         445       92337                                                                                               $199,000                                                                                        $199,000


Climate Action Project                               TBD                                                                General                                                                                                                                                                                                                          $0        Consider converting all remaining lighting to LED, sealing windows in facilities, installing low flow plumbing fixtures, resources for planting and watering trees; wait for plan to be complete


                                                                                                                                   24-25 Budget Year Totals   $10,454,664    $5,207,250    $194,000    $2,732,549     $2,130,000      $350,000       $2,334,000      $1,500,000     $924,573     $2,539,807    $350,000     $200,000    $1,430,000   $30,346,843


FY25-26 Budget

                                                                                                                                                                                                                                                   FUNDING SOURCES

                                                                                                                                       Lead                   Grants + Aid                             Major Street   Local Street                                   State Grants   Sewer Fund   Water Fund   Marina Fund               Equipment
Project Title                                        Proposed Fix                                             Phase      Fund                       GL#                      Bonds/Loans   G.F (101)                                 Arena (254)      P.I. (445)                                                            PSB (642)                 Total Cost   Comments
                                                                                                                                       Fund                     (Varies)                                 (202)           (203)                                          (482)         (590)        (591)         (594)                    (661)

ADA Upgrades                                         TBD                                                      D+C       General         101       91116                                    $50,000                                                                                                                                                     $50,000     DOJ Settlement Agreement


City Hall Parking Lot Repairs                        Mill & Resurface 3 City Hall lots                        D+C       General         101       92504                                    $85,000                                                                                                                                                     $85,000     $85k for planning and minor repairs


Apple Avenue Reconstruction                          MDOT Completely Rebuilding                                C      Major Streets     202       92409                                                 $384,536                                                                     $436,485     $119,836                                            $940,857     As of Plan Review, this is only the first 25% of construction based on timing of when the bills should come in. Remainder in FY26-27


Laketon-Lakeshore Trail Connector                    New trail from Laketon to Shoreline.                      C      Major Streets     202       91905        $477,350                                 $235,113                                                                                                                                      $712,463     First 25% of construction cost (remainder in FYE27) ($477k being paid by MDOT)


FY26 Chip Seal Program                               Sherman, Marquette, Quarterline, etc.                     C      Major Streets     202       92505                                                 $300,000                                                                                                                                      $300,000


Oak and Sun Dolphin Rehabilitation                   Mill & Resurface                                         D+C     Major Streets     202       92405                                                 $475,000                                                                                                                                      $475,000     Shovel Ready Project with no utility work, Ready to Bid


Henry Corridor Signal Improvements                   Replace signals at Sherman, Hackley, Laketon              D      Major Streets     202       92506                                                 $100,000                                                                                                                                      $100,000     Design fees for three signal designs (MDOT LAP FY27 funding)


Western Avenue, 8th St to Terrace St                 Mill & Resurface                                         D+C     Major Streets     202       92507                                                 $500,000                                                                                                                                      $500,000     Placeholder only; working to define budget. Includes 2nd, 4th and 6th from Western to Clay.


Western Avenue, Shoreline Dr to West End             Rehabilitate, Improve Sidewalks, Etc.                    D+C     Major Streets     202       92508                                                 $100,000                                                                                                                                      $100,000     Engineer: Reduce pavement, resurface, improve sidewalks west of Franklin, etc.


Lakeshore, 300' East of Cottage Grove to Edgewater   Reprogrammed from Irwin Funding                           C      Major Streets     202       92408        $494,800                                 $705,200                                                                     $150,000     $50,000                                            $1,400,000    Reconstruction with City Funds, includes forcemain from Austin L.S. to 1,600 feet west of Sherin. First 50% based on anticipated schedule, remainder in FY27 ($494,800 paid by MDOT)


Southern Avenue (Lakeshore to Seaway)                Southern Avenue (Lakeshore to Seaway)                    D+C     Major Streets     202       92218        $748,530                                 $895,709                                                                     $83,744      $512,884                                           $2,240,867    Carry over from FY 24/25: Southern Ave (Lakeshore to Seaway) 53 WS's (Grant receveived FY 23/24, $748k in epxneses 60/40 between FY 26 & 27)


Amity Street Bridge                                  Remove Bridge and Replace with Fill                       C      Major Streets     202       92123        $508,300                                  $89,700                                                                                                                                      $598,000     Carry over from FY 24/25: Full removal of structure and reconnection of Amity Avenue


Amity Street, Bridge to Fork                         Rehab and replace water services                          C      Major Streets     202       92509                                                  $88,000                                                                                  $62,000                                             $150,000     Hiring AnLaan as a separate contract to finish the block


1st Street Sanitary Improvements                     New sanitary for Apple Ave in 2026                        C         Sewer          590       92412                                                                                                                              $450,000                                                         $450,000     Reroute Apple Ave sewer. Apple sewer needs replacement, this allows increased grade to improve conditions and service.


Hartshorn Marina Improvements                        Bathroom rehabilitations, office upgrades                D+C       General         101                                                                                                                                                                    $250,000                               $250,000     Finish office, storage, etc


City CAD Standards and Specifications Developement   Hire a consultant to assist in preparation                D         Sewer          590       92510                                                  $33,000                                                                     $34,000      $33,000                                             $100,000     Hire a consultant to prepare CAD standards, standard details, and standard specifications.


DWAM Grant                                           Anticipating Extension to Sept '25                       D+C        Water          591       92124         $50,000                                                                                                                                                                                $50,000     Intern for data entry


5th Street, Western to Shoreline Dr                  Reconstruct and Replace Storm Sewer                       D      Local Streets     203       92511                                                                 $50,000                                                                                                                        $50,000     Very poor condition. Lumberjacks making improvements to an entrance that will use the Shoreline parking lot, increasing use. Possible reimbursement from RAP for portions of work near Thayer.

                                                     Replace Difficult to Operate Hydrants Throughout
Obsolete Hydrant Replacements                                                                                 D+C       Pub Imp         445       92512                                                                                               $400,000                                                                                        $400,000     Combination DPW and Fire project. Consider other funding source.
                                                     Town

                                                                                                                                                  92338 &
Parks Capital Plan FY26 Portion                      TBD by Master Planning Process                           D+C       Pub Imp         445                                                $400,000                                                   $135,000       $1,500,000                                                                      $2,035,000    $1.5M ARPA Funds, $150k Convention Center Naming Rights, $400k Parking Revenue
                                                                                                                                                   92339

                                                     Finish project started in previous year, include
Finalize Police Department First Floor Upgrades                                                               D+C       General         101                                                $100,000                                                                                                                                                   $100,000
                                                     Finance/Treasury remodel

                                                                                                                                                  92513 &
Miscellaneous Lift Station Repairs / Upgrades        TBD as needs identified                                  D+C        Sewer          590                                                                                                                                         $1,000,000                                                       $1,000,000    Result of Design RFP in FY25 (Industrial/Sherman), 2nd RFP Planned (Beach/Barney)
                                                                                                                                                   92514

FY25 DWR/CWSRF                                       Catherine from Irwin to Wood, and $10M in LSLR            C         Water          591       92423        $256,438       $769,313                                                                                               $402,000                                                        $1,427,750    FY25 SRF/DWRF Project - Catherine from Irwin to Wood, Marshall Tank. First 25% of cost; remainder in FY27. All 10M LSLR in FY 27 & 28


FY26 DWR/CWSRF                                       TBD                                                       D         Water          591       92515                                                                                                                              $100,000     $100,000                                            $200,000     TBD during update of project plan


FY24 DWRF                                            Water Service Replacements                                C         Water          591       92401       $2,500,000      $2,500,000                                                                                                                                                             $5,000,000    FY25 SRF/DWRF Project - Lead Water Service Replacements. Second half of cost.


FY23 DWRF                                            a                                                         C         Water          591       92328       $2,625,000      $875,000                                                                                                                                                               $3,500,000    FY24 SRF/DWRF Project - Lead Water Service Replacements. Last year of contract, all remaining cost included.


Shaw Walker                                          Site Utilities                                           D+C     Major Streets     202       92518                                                  $93,417                                                                     $72,969      $71,878                                             $238,265     Estimate for site utilities from ROW Tap to Building


Various                                              Water Service Replacements                               D+C        Water          591                                                                                                                                                       $760,000                                            $760,000     Targetting 2.5% replacement rate, Using Water Bill LSL Fee


Water Filtration Plant - WMRWA Eligible              Multiple                                                 D+C        Water          591       92034                                                                                                                                           $491,000                                            $491,000     Wash Water Pump carry over from FY 24/25, Tank liners, Intake Valves, Blower VFD


Water Filtration Plant - WMRWA Ineligible            Multiple                                                 D+C        Water          591       92035                                                                                                                                           $90,000                                              $90,000     Harvey Pump, Elevated Tank Insp


DPW Equipment Purchases                              Includes buildout costs                                   C       Equipment        661                                                                                                                                                                                             $1,125,000   $1,125,000    Various pieces of equip


Police Equipment Purchases                           Includes buildout costs                                   C       Equipment        661                                                                                                                                                                                             $329,000      $329,000     5 Cruisers, 2 Detective


Evidence Room Upgrade                                Expand room in basement                                  D+C       General         101                                                $50,000                                                                                                                                                     $50,000     We have outgrown the current evidence room. Buildout will be done in house. Homicide evidence needs to be retained forever.


Marina North Dock Repairs                            Repair North Seawall and Docks                           D+C        Marina         594       92516                                                                                                                                                        $350,000                               $350,000     Repair north breakwall, replace sinking docks and electrical


DPW Upgrades                                         TBD                                                      D+C         PSB           642                                                                                                                                                                                 $150,000                  $150,000     TBD Based on staff discussions and recommendations


1768 Wood St                                         Rehabilitation                                            C         HOME           473       731801                                                                                                              $300,000                                                                                     Federal funding for rehabilitation of home for homownership


1183 Pine St.                                        Rehabilitation                                            C         HOME           473       731801                                                                                                              $150,000                                                                                     Federal funding for rehabilitation of home for homownership


1764 Manz St.                                        Rehabilitation                                            C         Home           473       731801                                                                                                              $150,000                                                                                     Federal funding for rehabilitation of home for homownership


                                                                                                                                   25-26 Budget Year Totals   $7,660,418     $4,144,313    $685,000    $4,529,258      $50,000           $0          $535,000        $1,500,000     $2,729,198   $2,290,599    $600,000     $150,000    $1,454,000   $25,748,202



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Page 194 of 216
FY23-24 Budget
                                                                                                                                                                                                                                                             FUNDING SOURCES

                                                                                                                                                                      Grants + Aid               Major Street   Local Street                 Conv Center                State Grants   Sewer Fund   Water Fund   Marina Fund               Equipment
Project Title                                            Proposed Fix                                                          Phase     Lead Fund         GL#                       G.F (101)                                 Arena (254)                 P.I. (445)                                                          PSB (642)                Total Cost    Comments
                                                                                                                                                                        (Varies)                    (202)          (203)                        (420)                       (482)         (590)       (591)         (594)                    (661)

Public Art Maintenance                                   Hackley Park Monument Conservation Work                               D+C           101          92120         $50,000      $50,000                                                                                                                                                             $100,000     Grant Recieved!

ADA Upgrades                                             TBD                                                                   D+C           101          91116                                                                                             $50,000                                                                                      $50,000      DOJ Settlement Agreement - Back to old funding levels for 22/23

Olthoff Drive Extension                                  Extension through Prison Site                                          C            404          92111        $630,000                                                                                          $970,000                                                                       $1,600,000    $630k MDOT TEDF, Remainder

Sherman Boulevard (Seaway to 700 feet East of Barclay)   Concrete Reconstruction                                                C            202                      $1,757,000                  $543,000                                                                                                                                              $2,300,000    $375k EGLE Grant, $1,400,000 STIP.

Keating, Industrial Boulevard to Port City Boulevard     Mill and Resurface                                                     C            202                                                  $350,000                                                                                                                                               $350,000     Utilities in good condition, no water services needed, pavement condition poor, shovel ready project.

Ottawa Street Bridge Removal                             Ottawa Street Bridge Removal                                          D+C                                     $443,000                                                                                                                                                                          $443,000

Southern Avenue (Lakeshore Drive to Seaway Drive)        HMA Reconstruction                                                     D            202                                                   $50,000                                                                                                                                               $50,000      Survey and Design work. FY24 Federal Funded Project

Lakeshore, 300' East of Cottage Grove to Edgewater       HMA Reconstruction                                                     D            202                                                   $50,000                                                                                                                                               $50,000      Survey and Design work. FY24 Federal Funded Project

FY22 DWRF WaterService Replacements - East Marsh Field   Watermain Service Replacement                                         D+C           591                      $3,000,000                                                                                                                     $240,000                                           $3,240,000    Part of FY22 DWRF Loan, but contractor plans on FY24 construction (have three years to spend loan proceeds)

DWAM Grant                                               Final Year of Eligibility (Except July and August of '24)             D+C           591                       $460,000                                                                                                                                                                          $460,000     100% Reimbursement for Drinking Water Asset Management activities. $330k for P&N field work and $130k for City forces to verify LSL locations

Mill and Resurface - East Marsh Field                    Mill and Resurface                                                     C            203                                                                 $400,000                                                                                                                                $400,000     Follow up to FY22 DWRF funds. DWRF will replace LSL's in Marsh Field neighborhood, this project will fix the streets afterward.

City Hall Upgrades                                       Boiler Replacement                                                    D+C           455                                                                                                           $600,000                                                                                      $600,000     Replacement underway

Parks Capital Plan, FY24 Portion                         TBD by Master Planning Process                                        D+C           482                                     $300,000                                                              $135,000     $1,500,000                                                                      $1,935,000    $1.5M ARPA Funds, $135k Convention Center Naming Rights, $400k Parking Revenue

PM South Restroom Building                               Construct new restroom building and rehabilitate "Kite Shack"         D+C           101                       $300,000                                                                            $300,000                                                                                      $600,000     DNR Trust Fund Grant for $300,000, Match from GF, awaiting legislative approval

Hartshorn Marina Improvements                            Bathroom rehabilitations, office upgrades, north dock repairs, etc.   D+C           101                       $250,000                                                                                                                                   $250,000                               $500,000     Match from Adelaide Pointe

Second Floor Office Buildout                             Development Services & Public Safety                                  D+C           101                                     $200,000                                                                                                                                                            $200,000     Split between Public Safety and Dev. Services

RR Crossing Replacements                                 Southern & Terrace Point                                              D+C           202                                                  $300,000                                                                                                                                               $300,000     In advance of MDOT-funded projects

Miscellaneous Lift Station Repairs / Upgrades            TBD as needs identified                                               D+C           590          91828                                                                                                                         $100,000                                                         $100,000     Various year to year based on immediate unplanned for needs

FY23 SRF - Edgewater, Morton, Etc                        Morton, Edgewater Neighborhood, Lift Station Upgrades                  C            590                      $12,563,750                                                                                                      $2,830,000   $2,301,250                                          $17,695,000   Wilcox/Thompson/Edgewater and Morton, Lincoln to Denmark and Edgewater and Harbortowne Lift Stations

FY24 SRF/DWRF                                            Engineering and Design                                                 D            590                                                                                                                                        $150,000     $150,000                                            $300,000     FY24 SRF/DWRF Project - TBD Based on Project Plan

Water Filtration Plant - WMRWA Ineligible                Various Projects @ WFP - Not Eligible for Participation by WMRWA      D+C           591                                                                                                                                                     $60,000                                             $60,000      Elevated Inspections, Harvey Inspection

Water Filtration Plant - WMRWA Eligible                  Various Projects @ WFP - Eligible for Participation by WMRWA          D+C           591                                                                                                                                                     $323,000                                            $323,000     30" Meter Build, Unit Heaters & Dehumidifier PLCs, Chemical Storage Tanks, SWIPP, Clearwell Inspection

DPW Upgrades                                             TBD                                                                   D+C           642                                                                                                                                                                               $100,000                  $100,000     Front office, furnace repairs, etc.

DPW Software System                                      Cartegraph Base and 2 TBD Domains                                     D+C           642                                                                                                                                                                                $75,000                  $75,000      Work Order Management, Asset Management, Fleet Management, Facility Management, Public-Facing Components such as Permits, Citizen Reporting, Etc.

DPW Cell Phone Build Out                                 Cell Phone for all DPW Personnel                                       C            642                                                                                                                                                                                $37,500                  $37,500      Estimated 50 phones at $750 each; monthly cost in opereational budgets

Police Equipment Purchases                               Includes $80,000 for buildout costs (vehicles)                         C            661                                                                                                                                                                                           $255,000      $255,000     3 Cruisers, 1 Detective

Infill Land Purchases                                    Infill Land Purchases                                                               445                                                                                                           $500,000                                                                                      $500,000     Infill Land Purchases

DPW Equipment Purchases                                  Includes $80,000 for buildout costs (DPW vehicles)                     C            661                                                                                                                                                                                           $1,095,160   $1,095,160    Combination Sewer Truck ($540,000), 2 Snow Plows ($400,000 Total), (2) 1/2 Ton Pickups, Skid Steer, 4X4 Utility Vehicle (Kioti Replacement)

Fire Station # 5 at Marquette roof replacement           Roof Replacement                                                       C            101                                                                                                            $80,000                                                                                      $80,000      Does not need total remove and replace, it does have considerable areas of rotting. there is also any infestation

Rink Shield (Arena Glass)                                Replace - Add New                                                     D+C           254                                                                                $73,935                                                                                                                  $73,935      Replace current Rink Shield. Current shielding is scratched and 5+ years old. New glass will be better taken care of with procedures for putting in and taking out during turnovers.

DMDC Parking                                             Obtain downtown parking                                                             445                                                                                                           $520,000                                                                                      $520,000

Nelson House                                             Move Nelson House                                                                   445                                                                                                           $200,000                                                                                      $200,000     Out for bid as of 8/7, Bid opening scheduled 8/15

                                                                                                                                 23-24 Budget Year Requested Totals   $19,453,750    $550,000    $1,293,000      $400,000       $73,935          $0        $1,665,000   $2,470,000     $3,080,000   $3,074,250    $250,000     $212,500    $1,350,160   $34,592,595




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Page 195 of 216
FY19-20 Budget
                                                                                                                                                                                                                       FUNDING SOURCES

                                                                                                                                                             Grants + Aid               Major Street   Local Street                   Sewer Fund   Water Fund   Marina Fund
Project Title                                                Proposed Fix                                                Phase   Lead Fund       GL#                        G.F (101)                                 P.I. (404)                                              PSB (642)   Total Cost    Comments
                                                                                                                                                               (Varies)                    (202)          (203)                          (590)       (591)         (594)

ADA Upgrades                                                 Various Locations Based on Identified Need                  D+C        101         91116                       $60,000                                                                                                        $60,000      Various ADA upgrades to be done in house

McGraft Park Capital Project                                 TBD                                                         D+C        101         70757                       $40,000                                                                                                        $40,000      Placeholder for a capital project utilizing McGraft Park Funds

LED Streetlight Conversion (Phase 3)                         Phase 3 of 4 (Remainder of East Side)                       D+C        101         91508                       $636,001                                                                                                       $636,001     Special Assessment Funded through GF

Smith-Ryerson Park Improvements                              Expanded Parking with handicap access, and HVAC             D+C        101         91827                       $119,800                                                                                                       $119,800     CDBG Funding

City Hall Upgrades                                           LED / Bathrooms / Kitchen / 2nd Floor Remodel               D+C        101         91921                       $30,000                                   $100,000                                                             $130,000     Combination of two projects, one in the GF and one in the PI Fund for 2nd Floor

Lakeshore Drive (Mcracken to Laketon)                        Concrete reconstruction with streetscape and water main      C         202         91711         $800,000                  $3,600,000                                                   $900,000                             $4,500,000    Carryover from 18-19 budget. $800k in grant money eligible October 1, 2019.

3rd Street (Muskegon to Merrill)                             Reconstruct and street scape, water main replacement         C         202         91843         $240,000                   $440,000                                                    $318,120                              $758,120     Consumers Energy Grant $200K + $40K CDBG

Lakeshore Drive @ Beach Street                               Round-a-bout                                                D+C        202         91725         $250,000                   $300,000                                                                                          $300,000     CMAQ Grant Funding for $250,000. Construction Spring 2020.

Olthoff & Sheridan (Black Creek to City Limits/Cul-de-sac)   Pavement removal, add aggregate, 6" HMA                     D+C        202         91842         $850,000                                                                                                                        $0        Transfer of state grant funds from $4M allocation for Industrial Park

Lakeshore Trail (Erosion Repairs)                            Repair of Erosion Damaged Sections                           D         202         92012                                     $25,000                                                                                          $25,000      Repair due to high water / erosion. Track for possible reimbursement.

Beach Street (Lakeshore Drive to Simpson)                    Reconstruct, operational improvements                        D         202         91917                                     $60,000                                                    $25,000                               $85,000      Partnership with county. Construction likely delayed to Fall 2020, pushed funding to 20-21

Peck Street (Apple to Merrill)                               Water Main Replacement & Reconstruct with HMA                D         202         92002                                     $50,000                                                                                          $50,000      Design only of FY21 Fed Aid Project

Michigan & Franklin (Hudson to Lakeshore)                    Reconstruct with concrete                                    D         202         92003                                     $40,000                                                                                          $40,000      Design only of City Funded project. Construction in 20-21 budget.

Musketawa Trial Connector (Keating to Black Creek)           New trail construction                                       D         202         99118                                     $50,000                                                                                          $50,000      Design only of FY21 Fed Aid / MDNR Grant Project

City Hall Parking Lot                                        Rehab of St. Mary's Parking Lot for CH Use                   D         404         92016                                                                 $30,000                                                              $30,000      Design started in 19-20. Construction proposed for 20-21 upon sale of current City Lot

Seaway RR Bridge                                             Cleaning & Coating                                           D         404         91914                                                                  $5,000                                                               $5,000      Seeking private funds to help offset cost. Planned for cleaning/coating in August 2020

City Hall Elevator                                           Elevator Upgrades                                           D+C        404         91921                                                                 $79,711                                                              $79,711      Repair and upgrade of elevator at City Hall

Marsh Field Storage Buildling                                Storage Buildling at Marsh Field                            D+C        404                                                                               $97,500                                                              $97,500      Construction of a storage facility at Marsh Field. Baseball contributes $12.5K over 2 years

PM Bathhouse Display                                         Information Display @ PM Bathhouse                          D+C        404                                                                               $14,000                                                              $14,000      Installation of digital sign for informaiton display at PM Bathhouse

Amity Avenue (Fork to Getty)                                 Sewer and Water Main Replacement, Reconstruction with HMA    D         590         92009                                                                                  $100,000      $100,000                              $200,000     FY20 SRF/DWRF Project - Bonded with potential forgiveness

Peck Street (Merrill to Laketon)                             Sewer and Water Main Replacement, Reconstruction with HMA    D         590         92010                                                                                  $100,000      $100,000                              $200,000     FY20 SRF/DWRF Project - Bonded with potential forgiveness

Bourdon & Addison Alley Sewer                                Sewer replacement, reconstruct with HMA                      C         590         91850                                                                                   $1,000                                              $1,000      FY19 SRF/DWRF Project - Partial Design Only, Construction in 20-21

Spring Street (Yuba to Western)                              Sewer replacement, reconstruct with HMA                      C         590         91851                                                                                  $20,000                                             $20,000      FY19 SRF/DWRF Project - Partial Design Only, Construction in 20-21

9th Street (Houston to Clay)                                 Sewer replacement, reconstruct with HMA                      C         590         91852                                     $18,992                                     $1,914,777                                          $1,933,769    FY19 SRF/DWRF Project - Partial Design & 90% of Construction in 19-20, Remainder in 20-21

Getty Lift Station Forcemain                                 Sewer replacement, reconstruct with HMA                      C         590         91853                                                                                  $81,000                                             $81,000      FY19 SRF/DWRF Project - Partial Design & 90% of Construction in 19-20, Remainder in 20-21

Beidler / Pulaski / Poliski / Crowley                        Sewer replacement, reconstruct with HMA                      C         590         91854                                                    $63,092                      $3,132,173     $614,476                             $3,809,741    FY19 SRF/DWRF Project - Partial Design & 60% of Construction in 19-20, Remainder in 20-21

Westwood / Glen                                              Sewer replacement, reconstruct with HMA                      C         590         91855                                                                                   $6,000                                              $6,000      FY19 SRF/DWRF Project - Partial Design Only, Construction in 20-21

Jefferson / Strong                                           Sewer replacement, reconstruct with HMA                      C         590         91856                                                                                  $670,450      $37,298                               $707,748     FY19 SRF/DWRF Project - Partial Design & 50% of Construction in 19-20, Remainder in 20-21

DWRF FY19 Second Chance Bonding                              Various Projects                                            D+C        591         91903                                                                                                $49,153                               $49,153      FY19 DWRF Bonding costs, legal counsel, advertising notices, etc… (Reimburseable)

Water Filtration Plant                                       SCAD Migration Project PLC                                  D+C        591         91825                                                                                                $40,000                               $40,000      From WFP Capital List

Water Filtration Plant                                       Fruitport Generator Tie In                                  D+C        591         91847                                                                                                $62,000                               $62,000      Partially completed in 19-20, remainder moved to 20-21

Water Filtration Plant                                       Communications Tower                                        D+C        591         92005                                                                                                $61,969                               $61,969      Partially completed in 19-20, remainder moved to 20-21

Water Filtration Plant                                       Harvey Reservoir Improvements                                D         591         92007                                                                                                $25,000                               $25,000      Design in 19-20 / Construction in 20-21

Water Filtration Plant                                       Filtration Plant Roofing & Windows                           D         591         92008                                                                                                $25,000                               $25,000      Design in 19-20 / Construction in 20-21

City Wide                                                    Replace Lead Service Lines                                  D+C        591         91838          $82,777                                                                                                                        $0        MDEGLE - Pilot Grant for Lead Service Lines

DPW Partial Roof Replacement                                 DPW Office Roof Replacement                                 D+C        642         91922                                                                                                                         $150,000     $150,000     Partial roof replacment on office portion of building

                                                                                                                                  19-20 Budget Year Totals   $2,222,777     $885,801    $4,583,992       $63,092      $326,211        $6,025,400   $2,358,016       $0        $150,000    $14,392,512


FY20-21 Budget
                                                                                                                                                                                                                                   FUNDING SOURCES

                                                                                                                                                             Grants + Aid               Major Street   Local Street                   Sewer Fund   Water Fund   Marina Fund               Equipment
Project Title                                                Proposed Fix                                                Phase   Lead Fund       GL#                        G.F (101)                                 P.I. (404)                                              PSB (642)                                                                           Total Cost
                                                                                                                                                               (Varies)                    (202)          (203)                          (590)       (591)         (594)                    (661)

McGraft Park                                                 Upgrade outdoor bathrooms and connect to interior           D+C        101         70757                       $50,000                                                                                                                                                                                 $50,000

ADA Upgrades                                                 Various Locations Based on Identified Need                  D+C        101         91116                       $50,000                                                                                                                                                                                 $50,000

City Hall Upgrades                                           HVAC Controls & Utility Room Sumps                          D+C        101         92019                       $35,000                                                                                                                                                                                 $35,000

BBNA Bike Racks                                              Construct bike racks at various locations in BBN            D+C        101         92041          $25,534      $25,534                                                                                                                                                                                 $25,534




                                                                                                                                                                                                                                                                                                                                                                                                      Page 196 of 216
Aamodt Park Playground & Picnic Shelter                      Replace playground equipment and construct new picnic shelter      D+C     101   92043   $100,000   $130,000                                                                                  $130,000

Evergreen Mausoleum                                          Tuck Pointing and Surface Seal                                     D+C     101   92045              $30,258                                                                                    $30,258

Beach Parking Revenue Projects                               PM Parking Expansion / Beukema Upgrades / Reese Upgrades           D+C     101   92106              $30,000                                                                                    $30,000

Lakeshore Drive (Mcracken to Laketon)                        Concrete reconstruction with streetscape and water main             C      202   91711                         $405,807                                      $19,687                          $425,494

Lakeshore Drive @ Beach Street                               Round-a-bout                                                        C      202   91725                         $50,000                                                                         $50,000

Olthoff & Sheridan (Black Creek to City Limits/Cul-de-sac)   Pavement removal, add aggregate, 6" HMA                             C      202   91842   $715,222              $715,222                                                                       $715,222

Peck Street (Apple to Merrill)                               Water Main Replacement & Reconstruct with HMA                       C      202   92002                         $40,000                                       $5,000                            $45,000

Michigan & Franklin                                          Reconstruction with HMA                                             C      202   92003                         $800,000                         $50,000      $50,000                          $900,000

Terrace (Apple to Lakeshore)                                 Rehab and reduce to half of original footprint                      C      202   92004                         $35,000                                         $0                              $35,000

Lakeshore Trail (Erosion Repairs)                            Repair of Erosion Damaged Sections                                  D      202   92012                         $300,000                                                                       $300,000

Roberts Road from Barney to Laketon                          Pavement removal, add aggregate, 6" HMA                            1/2 D   202   92032                          $1,623                                                                         $1,623

Terrace (Apple to Muskegon Repaint)                          Restrip for Angle Parking                                           D      202   92033                         $14,434                                                                         $14,434

Houston (9th to 3rd)                                         Reconstruct with asphalt, traffic calming, upgrade water            D      202   92036                         $35,000                                         $0                              $35,000

Musketawa Trial Connector (Keating to Black Creek)           New trail construction                                              C      202   99118     $0                  $50,000                                                                         $50,000

Shoreline Drive @ 4th                                        Reconfiguration of roadway for Convention Center                    C      202                                   $0                                                                              $0

Frauenthal / MCC Alley                                       Reconstruction and replace storm sewer                              D      203   92046                                    $10,000                 $0                                           $10,000

Campbell Field                                               Remove fields, walking path, playground, reforest                  D+C     404                                                         $0                                                        $0

Seaway RR Bridge                                             Cleaning & Coating                                                  C      404   91914                                               $68,385                                                   $68,385

Marsh Field Garage                                           New Garage Construction                                            D+C     404   92024                                               $69,423

PM Bathhouse Display                                         Electronic Signage @ PM Park                                       D+C     404   92029                                               $4,607

Miscellaneous Lift Station Repairs / Upgrades                TBD as needs identified                                            D+C     590   91828                                                          $50,000                                        $50,000

Bourdon & Addison Alley Sewer                                Sewer replacement, reconstruct with HMA                             C      590   91850                                                          $99,000                                        $99,000

Spring Street (Yuba to Western)                              Sewer replacement, reconstruct with HMA                             C      590   91851                         $123,021   $160,000             $2,251,716   $1,001,020                        $3,535,757

9th Street (Houston to Clay)                                 Sewer replacement, reconstruct with HMA                             C      590   91852                          $2,110                         $1,266,643                                     $1,268,753

Getty Lift Station Forcemain                                 Sewer replacement, reconstruct with HMA                             C      590   91853                                                          $89,264                                        $89,264

Beidler / Pulaski / Poliski / Crowley                        Sewer replacement, reconstruct with HMA                             C      590   91854                                    $73,366              $2,971,563   $608,462                          $3,653,391

Westwood / Glen                                              Sewer replacement, reconstruct with HMA                             C      590   91855                                                         $968,556     $438,105                          $1,406,661

Jefferson / Strong                                           Sewer replacement, reconstruct with HMA                             C      590   91856                         $50,000                         $1,002,832    $70,527                          $1,123,359

Amity Avenue (Fork to Getty)                                 Sewer and Water Main Replacement, Reconstruction with HMA          1/2C    590   92009                                                         $1,500,000   $1,250,000                        $2,750,000

Peck Street (Merrill to Laketon)                             Sewer and Water Main Replacement, Reconstruction with HMA          1/2C    590   92010                         $20,000                         $800,000     $700,000                          $1,520,000

Various                                                      Water Service Replacements (non-project related)                   D+C     591   60555                                                                      $750,000                          $750,000

Beach Street (Lakeshore Drive to Simpson)                    Reconstruct, operational improvements                               C      591   91917                         $400,000              $31,000                $700,000                          $1,131,000

Water Filtration Plant                                       Harvey Reservoir Improvements                                      D+C     591   92007                                                                      $213,000                          $213,000

Water Filtration Plant                                       Filtration Plant Roofing & Windows                                 D+C     591   92008                                                                      $300,000                          $300,000

Water Filtration Plant - WMRWA Eligible                      Various Projects @ WFP - Eligible for Participation by WMRWA       D+C     591   92034                                                                      $219,000                          $219,000

Water Filtration Plant - WMRWA Ineligible                    Various Projects @ WFP - Not Eligible for Participation by WMRWA   D+C     591   92035                                                                       $28,836                           $28,836

Monroe from 3rd to 4th                                       Reconstruction with Water Main Replacement                          D      591   92037                                    $15,000                            $5,000                            $20,000

Hartshorn Marina                                             T-Dock & East Dock Replacement / Electrical Upgrades               D+C     594   91809                                                                                   $30,000               $30,000

Non-Vehicular Equipment                                      Various                                                                    661   60932                                                                                             $60,000     $60,000

Communications Equipment                                     Various                                                                    661   60932                                                                                             $60,000     $60,000

Paver                                                        1 EA                                                                       661   60932                                                                                             $90,000     $90,000

1 ton Dump 4x4 (Highway)                                     1 EA                                                                       661   60932                                                                                             $45,000     $45,000

Police Admin vehicles                                        2 EA                                                                       661   60932                                                                                             $51,000     $51,000

Police Cruisers / Tahoes                                     3 EA                                                                       661   60932                                                                                             $117,000   $117,000

Plow Truck                                                   1 EA                                                                       661   60932                                                                                               $0          $0

High Ranger (build)                                          1 EA                                                                       661   60932                                                                                             $105,000   $105,000

3/4 ton 4x2 pick ups (water Dept.)                           1 EA                                                                       661   60932                                                                                             $33,000     $33,000




                                                                                                                                                                                                                                                                        Page 197 of 216
1 ton F-350 (water dept.)                            1 EA                                                                          661         60932                                                                                                                                       $40,000     $40,000

3/4 ton4x4 (parks)                                   1 EA                                                                          661         60932                                                                                                                                       $33,000     $33,000

1 Ton Flatbed Construction (Highway)                 1 EA                                                                          661         60932                                                                                                                                         $0           $0

1 Ton Flatbed (Traffic)                              1 EA                                                                          661         60932                                                                                                                                         $0           $0

1/2 ton Cargo Van (Filtration)                       1 EA                                                                          661         60932                                                                                                                                       $35,000     $35,000

Ford Ranger 4x4 (Fire Marshal)                       1 EA                                                                          661         60932                                                                                                                                         $0           $0

                                                                                                                                 20-21 Budget Year Totals    $840,756      $250,792    $3,042,217      $258,366      $173,415        $11,049,574   $6,358,637     $30,000        $0       $669,000    $21,757,971


FY21-22 Budget
                                                                                                                                                                                                                                  FUNDING SOURCES

                                                                                                                                                            Grants + Aid               Major Street   Local Street                   Sewer Fund    Water Fund   Marina Fund               Equipment
Project Title                                        Proposed Fix                                                       Phase   Lead Fund       GL#                        G.F (101)                                 P.I. (404)                                               PSB (642)               Total Cost
                                                                                                                                                              (Varies)                    (202)          (203)                          (590)        (591)         (594)                    (661)

Laketon Trail Lighting                               Install Lighting along Laketon Trail in Marijuana District         D+C        101                                     $100,000                                                                                                                    $100,000

Kruse Park Beach Access                              Remove existing ADA Boardwalk, create footpath and restore dune    D+C        101                                     $50,000                                                                                                                     $50,000

McGraft Park Capital Project                         Community Building Kitchen Remodel                                 D+C        101         70757                       $50,000                                                                                                                     $50,000

Forestry & Plantings                                 Miscellaneous overflow forestry work & plantings                   D+C        101         70771                       $80,000                                                                                                                     $80,000

ADA Upgrades                                         Partnership with Frauenthal & MCC For Heated sidewalks             D+C        101         91116                       $200,000                                                                                                                    $200,000

LED Streetlight Conversion (Phase 4)                 Phase 4 of 4 (West Side)                                           D+C        101         91508                       $479,588                                                                                                                    $479,588

City Hall Upgrades / Heavy Maintenance Items         TBD                                                                D+C        101         92019                       $50,000                                                                                                                     $50,000

Grand Trunk - MDEGLE CZM Grant Project               Design services for planned improvements                            D         101                        $50,000      $100,000                                                                                                                    $100,000

Peck Street (Apple to Merrill)                       Water Main Replacement & Reconstruct with HMA                       C         202         92002         $385,824                   $650,000                                                    $300,000                                           $950,000

Terrace (Apple to Lakeshore)                         Rehab and reduce to half of original footprint                      C         202         92004         $543,000                  $1,043,000                                     $100,000      $400,000                                          $1,543,000

Houston (9th to 3rd)                                 Reconstruct with asphalt, traffic calming, upgrade water            C         202         92036                                    $700,000                                                   $1,000,000                                         $1,700,000

Musketawa Trial Connector (Keating to Black Creek)   New trail construction                                              C         202         99118         $496,024                   $650,000                                                                                                       $650,000

Wood Street (Apple to Marquette)                     HMA Pavement Inlay                                                 D+C        202                                                  $500,000                                                                                                       $500,000

Peck Street (Keating to Laketon)                     Reconstruct, upgrade sewer and water                                D         202                                                   $50,000                                                                                                       $50,000

Sherman Boulevard (Glenside to Seaway)               Concrete inlay                                                      D         202                                                  $100,000                                                                                                       $100,000

Shoreline Drive - Traffic & Engineering Study        Study for Conversion of Shoreline Drive                             D         202                                                   $50,000                                                                                                       $50,000

Roadway Asset Management Plan                        State Requirement to have Streets AM Plan                           D         202                                                   $15,000                                                                                                       $15,000

Frauenthal / MCC Alley                               Reconstruction and replace storm sewer                              C         203         92046                                                   $150,000                       $29,000                                                          $179,000

Campbell Field                                       Remove fields, walking path, playground, reforest                  D+C        404         92110                                                                 $150,000                                                                          $150,000

Miscellaneous Lift Station Repairs / Upgrades        TBD as needs identified                                            D+C        590         91828                                                                                  $150,000                                                         $150,000

Amity Avenue (Fork to Getty)                         Sewer and Water Main Replacement, Reconstruction with HMA          2/2C       590         92009                                                                                 $1,500,000    $1,250,000                                         $2,750,000

Peck Street (Merrill to Laketon)                     Sewer Replacement, Reconstruct with HMA                            2/2C       590         92010                                    $200,000                                      $800,000      $700,000                                          $1,700,000

Sanford Street (Merrill to Laketon)                  Sewer replacement, reconstruct with HMA                             D         590                                                                                                $150,000      $100,000                                           $250,000

Glenside SRF (Phase 2)                               Sewer and Water Main replacement, reconstruction with HMA           D         590                                                                                                $75,000       $75,000                                            $150,000

Jefferson Street                                     Storm Sewer and Sanitary Sewer Replacement                          D         590                                                                                                $25,000                                                          $25,000

Muskegon Museum of Art - Alley Vacation              Utility Relocation for Alley Vacation                              D+C        590                                                   $90,000                                      $140,000                                                         $230,000

Various                                              Water Service Replacements                                         D+C        591         60555                                                                                                $850,000                                           $850,000

Water Filtration Plant                               Harvey Reservoir Improvements                                      D+C        591         92007                                                                                                $900,000                                           $900,000

Water Filtration Plant                               Filtration Plant Roofing & Windows                                 D+C        591         92008                                                                                               $1,275,000                                         $1,275,000

Water Filtration Plant - WMRWA Eligible              Various Projects @ WFP - Eligible for Participation by WMRWA       D+C        591         92034                                                                                                $707,000                                           $707,000

Water Filtration Plant - WMRWA Ineligible            Various Projects @ WFP - Not Eligible for Participation by WMRWA   D+C        591         92035                                                                                                $808,949                                           $808,949

Monroe from 3rd to 4th                               Reconstruction with Water Main Replacement                          C         591         92037                                                    $50,000                                     $120,000                                           $170,000

Morton Avenue (Lincoln to Denmark)                   Water Main Replacement & Road Reconstruction                        D         591                                                                                                              $75,000                                            $75,000

Edgewater (Wilcox to Arlington)                      Water Main Replacement & Road Reconstruction                        D         591                                                                                                              $50,000                                            $50,000

Hartshorn Marina                                     T-Dock & East Dock Replacement / Electrical Upgrades               D+C        594         91809                                                                                                            $2,470,000                            $2,470,000

DPW Roofing                                          Roofing on Section 2                                               D+C        642                                                                                                                                        $150,000                 $150,000

Non-Vehicular Equipment                              Various                                                                       661         60932                                                                                                                                       $60,000     $60,000




                                                                                                                                                                                                                                                                                                                    Page 198 of 216
Communications Equipment                Various    661          60932                                                                                                                       $60,000     $60,000

Police Admin vehicles                   3 EA       661          60932                                                                                                                       $85,000     $85,000

Police Cruisers / Tahoes                3 EA       661          60932                                                                                                                       $117,000    $117,000

1 ton Flat Bed Construction (Highway)   2 EA       661          60932                                                                                                                       $84,000     $84,000

1 ton Flat Bed (Traffic)                1 EA       661          60932                                                                                                                       $42,000     $42,000

3/4 ton 4x2 pick ups (water Dept.)      4 EA       661          60932                                                                                                                       $132,000    $132,000

3/4 ton4x4 (parks)                      2 EA       661          60932                                                                                                                       $75,000     $75,000

1/2 ton supervisor trucks               2 EA       661          60932                                                                                                                       $80,000     $80,000

Plow Truck                              1 EA       661          60932                                                                                                                       $165,000    $165,000

Mini Excavator                          1 EA       661          60932                                                                                                                       $85,000     $85,000

                                                  21-22 Budget Year Totals   $1,474,848   $1,109,588   $4,048,000   $200,000   $150,000   $2,969,000   $8,610,949   $2,470,000   $150,000   $985,000   $20,607,537




                                                                                                                                                                                                                     Page 199 of 216
Public Art Maintenance                                 Hackley Park Monument Conservation Work                                                $100,000
ADA Upgrades                                           TBD                                                                                    $82,700
PM Beach Parking Upgrades                              Carry Over from 22/23                                                                  $28,381
Treasurer Windows                                      Carry Over from 22/23                                                                  $58,195
Olthoff Drive Extension                                Extension through Prison Site                                                          $1,600,000
Sherman Boulevard (Seaway to 700 feet East of
                                                       Concrete Reconstruction                                                                $2,300,000
Barclay)
Keating, Industrial Boulevard to Port City Boulevard   Mill and Resurface                                                                     $350,000
Southern Avenue (Lakeshore Drive to Seaway Drive)      HMA Reconstruction                                                                     $50,000
Amity Street Bridge                                    Design Only (Remove/Reconstruct)                                                       $50,000
FY22 DWRF WaterService Replacements - East
                                                       Watermain Service Replacement                                                          $3,240,000
Marsh Field
DWAM Grant                                             Final Year of Eligibility (Except July and August of '24)                              $460,000
Mill and Resurface - East Marsh Field                  Mill and Resurface                                                                     $400,000
Millard Street, Lake Dunes to West End                 Reconstruct                                                                            $275,000
2nd Street, Muskegon to Houston                        Design Only (Reconstruct)                                                              $25,000
New Street, Calvin to Evanston                         Design Only (Reconstruct)                                                              $50,000
Edgewater Street                                       Rehabilitate, Realign intersection with Lakeshore                                      $275,000
City Hall Upgrades                                     Boiler Replacement                                                                     $565,000
Parks Capital Plan, FY24 Portion                       TBD by Master Planning Process                                                         $1,950,000
PM South Restroom Building                             Construct new restroom building and rehabilitate "Kite Shack"                          $300,000
Hartshorn Marina Improvements                          Bathroom rehabilitations, office upgrades, north dock repairs, etc.                    $500,000
Second Floor Office Buildout                           Development Services & Public Safety                                                   $260,000
RR Crossing Replacements                               Southern & Terrace Point                                                               $300,000
Miscellaneous Lift Station Repairs / Upgrades          TBD as needs identified                                                                $100,000
FY23 SRF - Edgewater, Morton, Etc                      Morton, Edgewater Neighborhood, Lift Station Upgrades                                  $12,562,431
FY24 SRF/DWRF                                          Engineering and Design                                                                 $300,000
Water Filtration Plant - WMRWA Ineligible              Various Projects @ WFP - Not Eligible for Participation by WMRWA                       $60,000
Water Filtration Plant - WMRWA Eligible                Various Projects @ WFP - Eligible for Participation by WMRWA                           $323,000
DPW Upgrades                                           TBD                                                                                    $100,000
DPW Software System                                    Cartegraph Base and 2 TBD Domains                                                      $75,000
DPW Cell Phone Build Out                               Cell Phone for all DPW Personnel                                                       $37,500
Police Equipment Purchases                             Includes $80,000 for buildout costs (vehicles)                                         $255,000
Infill Land Purchases                                  Infill Land Purchases                                                                  $3,000,000
DPW Equipment Purchases                                Includes $80,000 for buildout costs (DPW vehicles)                                     $1,095,160
Fire Station # 5 at Marquette roof replacement         Roof Replacement                                                                       $80,000
Rink Shield (Arena Glass)                              Replace - Add New                                                                      $73,935
DMDC Parking                                           Obtain downtown parking                                                                $531,220
Nelson House                                           Move Nelson House                                                                      $1,000
ADA Upgrades                                           TBD                                                                                    $50,000
City Hall Roof                                         Roof replacement on large upper and 2 of 4 lower roofs                                 $0
Core IT Infrastructure Upgrades                        Server core Infrastructure and core Switching                                          $94,000
Area 51 Storage Building                               New three-stall storage building north of WFP for Fire, Parks, WFP                     $70,000
FD Station # 5 bathroom upgrade/addition               Construct additional bathroom and upgrade existing                                     $50,000
Police Department First Floor Upgrades                 Backfilling Areas Vacated by 2nd Floor Upgrades                                        $300,000
Southern Avenue (Lakeshore to Seaway)                  Southern Avenue (Lakeshore to Seaway)                                                  $2,636,800
Ottawa Street Bridge Removal                           Ottawa Street Bridge Removal                                                           $443,000
Amity Street Bridge                                    Remove Bridge and Replace with Fill                                                    $598,000
Lakeshore, 300' East of Cottage Grove to Edgewater     Engineering and Design                                                                 $100,000
FY22 DWRF WaterService Replacements - East
                                                       Watermain Service Replacement (775,000 most reimbursed salaries so won't be capital)   $775,000
Marsh Field
DWAM Grant                                             Anticipating Extension to Oct '25                                                      $289,084
Mill and Resurface - East Marsh Field                  Mill and Resurface                                                                     $400,000
Millard Street, Lake Dunes to West End                 Reconstruct                                                                            $400,000
1st Street Sanitary Improvements                       New sanitary for Apple Ave in 2026                                                     $450,000
2nd Street, Muskegon to Houston                        Local Reconstruct                                                                      $345,000
New Street, Calvin to Evanston                         Local Reconstruct                                                                      $1,115,000
Edgewater St, Thompson to Lakeshore                    Reconstruct with Intersection Realignment                                              $425,000
Oak and Sun Dolphin Rehabilitation                     Mill & Resurface                                                                       $475,000
2024 Patching Program                                  Mill & Resurface Various Locations                                                     $300,000

                                                                                                                                                            Page 200 of 216
Splash Pad Reconstruction                            Rebuild in place                                                       $300,000
Terrace Irrigation                                   Install Irrigation                                                     $0
5th Street, Western to Shoreline Dr                  Reconstruct and Replace Storm Sewer                                    $50,000
Apple Avenue Utility Design                          Water and Sewer Related to MDOT's 2026 Rebuild                         $65,000
Miscellaneous Lift Station Repairs / Upgrades        Misc. Lift Station Repairs/UpgradesTBD as needs identified             $250,000
Obsolete Hydrant Replacements                        Replace Difficult to Operate Hydrants Throughout Town                  $400,000
PM South Restroom Building                           Construct new restroom building and rehabilitate "Kite Shack"          $700,000
Hartshorn Marina Improvements                        Bathroom rehabilitations, office upgrades, north dock repairs, etc.    $250,000
FY24 SRF                                             $10M in LSLR, $878k for Nims Tank                                      $2,878,000
FY25 SRF                                             Engineering and Design                                                 $150,000
FY23 SRF                                             FY23 DWRF Water Service Replacements (Apple, Clay Hill, Oakview)       $2,000,000
FY23 SRF - Wilcox/Thompson                           Bluffton Neighborhood Utility Replacements                             $1,400,000
FY23 SRF - Morton                                    Morton, Lincoln to Denmark                                             $500,000
Water Service Replacements                           Various locations                                                      $750,000
Water Filtration Plant - WMRWA Eligible              Controls upgrades, intake valves, and pump rebuilds                    $375,000
Water Filtration Plant - WMRWA Ineligible            High Service Pump Rebuilds                                             $50,000
DPW Upgrades                                         TBD                                                                    $200,000
Wood Street Storage Facility                         Rehabiltiate storage building at 1290 Wood St ARPA                     $50,000
Fire department New Engine - move to 25-26 FY        New Engine                                                             $0
Fire Department New Pickup LOOK AT NEXT YR           New Vehicle                                                            $0
Parks Capital Plan FY25 Portion                      TBD by Master Planning Process                                         $1,985,000
Police Equipment Purchases                           Includes $80,000 for buildout costs                                    $165,000
DPW Equipment Purchases                              Includes $100,000 for buildout costs                                   $1,265,000
Development Services Fleet Vehicle - Delete          New Vehicle                                                            $0
Scoreboard - Trinity Health Arena                    Replace existing Score/Videoboard                                      $350,000
Pere Marquette Parking Upgrades                      Includes Indiana Street Plaza Improvements                             $0
880 First Demolition                                 Demo building, fill basement, plant grass                              $500,000
Nelson House                                         Move Nelson House                                                      $199,000
Climate Action Project                               TBD                                                                    $0
McGraft Park Capital Project                         TBD                                                                    $60,000
City Hall Upgrades                                   Chiller Plant (External)                                               $400,000
Peck Street (Keating to Laketon)                     Water & Sewer Improvements                                             $826,000
9th Street (Keating to Shelby)                       Water Improvements                                                     $325,000
5th Street, Western to Shoreline Dr                  Reconstruct and Replace Storm Sewer                                    $550,000
Western Avenue, Division to West End                 Rehabilitate, Improve Sidewalks, Etc.                                  $400,000
Parks Capital Plan FY26 Portion                      TBD by Master Planning Process                                         $2,035,000
Lakeshore, 300' East of Cottage Grove to Edgewater   Advance Construct after Reprogramming Irwin Funding                    $1,375,000
Police Department Basement Upgrades                  Backfilling Areas Vacated by 1st Floor Upgrades                        $300,000
Reconstruction with City Funds                       TBD                                                                    $500,000
Miscellaneous Lift Station Repairs / Upgrades        TBD as needs identified                                                $100,000
Various Routes to Match LSL Replacement              Mill & Resurface South Clay Hill                                       $750,000
FY25 DWR/CWSRF                                       Catherine from Irwin to Wood, and $10M in LSLR                         $7,500,000
FY26 DWR/CWSRF                                       TBD                                                                    $300,000
FY24 DWRF                                            Water Service Replacements                                             $10,000,000
TBD                                                  Mill and Resurface with City Funds (For FY24 DWRF Water Services)      $1,000,000
Various                                              Water Service Replacements                                             $750,000
Water Filtration Plant - WMRWA Eligible              Pretreatment building roof                                             $525,000
Water Filtration Plant - WMRWA Ineligible            TBD                                                                    $0
Police Equipment Purchases                           Includes $80,000 for buildout costs                                    $255,000
Articulating Boom Lift                               Articulating Boom Lift                                                 $105,000
DPW Equipment Purchases                              Includes $80,000 for buildout costs                                    $635,000
Farmers Market Stall/Roof Replacement                Modify/replace roof to prevent rain from pouring directly on vendors
Arena - Remove and Replace Fill Material in Water
                                                     Recommended replacement in years 10-14                                 $35,000
Towers
Arena Seating                                        Replace Seating                                                        $450,000
Kruse Park Boardwalk Phase 1                         Per MCSA Concepts, mainly stair replacement
Climate Action Project                               TBD
Digital Signing at City Hall, DPW                    Replace old signs                                                      $100,000

                                                                                                                                          Page 201 of 216
Categories
Streets
Facilities & Fleet
Housing
Utilities
Parks, Recreation & Green Space
Innovation and Technology
General Government
Public Safety




                                  Page 202 of 216
                       Agenda Item Review Form
                     Muskegon Planning Commission
Commission Meeting Date: April 16, 2026           Title: Corridor Improvement Checklist

Submitted by: Mike Franzak, Planning Director     Department: Planning

Brief Summary:
Staff has attached a copy of the new Corridor Improvement Checklist. Please review after the
meeting so that we may discuss in May.

Detailed Summary & Background:
Staff has attached a copy of the new Corridor Improvement Checklist. Please review after the
meeting so that we may discuss in May.

Goal/Focus Area/Action Item Addressed:

Key Focus Areas:


Goal/Action Item:
2027 Goal 2: Economic Development Housing and Business

Amount Requested:                                 Budgeted Item:
N/A                                                Yes           No           N/A     X

Fund(s) or Account(s):                            Budget Amendment Needed:
N/A                                                Yes           No           N/A     X

Recommended Motion:
Discussion only.

Approvals:                                        Guest(s) Invited / Presenting:
Immediate Division        X                       No
Head
Information
Technology
Other Division Heads
Communication
Legal Review



                                                                                          Page 203 of 216
Corridor Improvement
CH ECK L I ST

What is a Business Corridor?
A business corridor is a street or area with a
concentration of businesses that serve as an
economic and social hub for a community. These
corridors provide jobs, goods, and services, and are
often revitalized through physical improvements,
support for existing and new businesses, and
community-focused programming.

Goal
To improve the quality of Muskegon’s business
corridors through planning, design, and economic
incentives in a partnership between business owners
and the Development Services Team.

input Meeting
The Development Services Team will host an Input
Meeting where business owners will be able to discuss
improvements they would like to see in their business
corridor. These ideas will be used to formulate a plan
to make these improvements become a reality.

Instructions
Every business that participates should review the
Corridor Improvement Checklist, which outlines the core
tenants of a strong business corridor. Check the box at
the top of each page if your business corridor meets the
specific tenant. A thriving business corridor should be
able to check each of the boxes within the checklist. You
can also make notes of improvements you would like to
see within the business corridor. Bring these notes to the
Input Meeting and prepare for a discussion. Please make
sure to encourage other businesses within the corridor
to attend the Input Meeting. The more participation, the
better the outcome.

Outcome
Using information gathered at the Input Meeting, the
Development Services Team will create an action plan
that will be shared with the businesses. This action
plan will detail a path forward to create the desired
improvements to the corridor.



                                               Page 204 of 216
Corridor Improvement Checklist


               ACT IVE
               Business Association
              This corridor has an active Business Association that meets regularly to network,
              coordinate events, and suggest improvements.


A Business Association brings together businesses within the same corridor to build connections,
advocate for shared interests, coordinate events, attract investment, and improve infrastructure.
These efforts ultimately boost economic development and establish a shared vision for the
corridor with a unified vision (think street design, zoning rules, and street amenities).

Some associations go a step further by incorporating as a Corridor Improvement Authority
(CIA) or Business Improvement District (BID) to access additional funding tools. (See “Funding
Options” on page 9)


How can we help?                                     What can you do?
The Development Services Team can assist             •   Attend an upcoming business association
with forming a formal Business Association,              meeting—or start one if none exists.
including help with:                                 •   Reach out to neighboring business owners &
                                                         form an informal group.
•   Articles of incorporation                        •   Identify a few shared goals (Ex: Cleaner
•   Sample procedures & templates                        sidewalks, events, marketing).
•   Structural & operational guidance                •   Offer to host a meeting or coffee with other
                                                         businesses in the corridor.
                                                     •   Nominate a few people to coordinate
                                                         communication & planning.




    Comments/Notes




2
                                                                                            Page 205 of 216
                                                                    Corridor Improvement Checklist


            PROPER
            Zoning Designation

              The corridor has appropriate zoning for its intended uses and development pattern.



What are the zoning rules regulating your district? Are they helping or hurting it? Older
commercial zones may have different priorities than what is desired today. Updated zoning
options offer more flexibility, better support for mixed uses, allow for greater density, and
additional housing options near to support business corridors.

If a Business Association exists, it should work with the Development Services Team to review
zoning and submit recommended changes to the Planning Commission. If not, city staff can
coordinate a public meeting with business owners to gather input.

How can we help?                                     What can you do?
•   Free zoning assessment                           •   Review your current zoning designation—
•   Public input coordination                            does it match your future plans?
•   Recommend path for any amendments                •   Walk your corridor and observe whether
                                                         current uses align with what’s allowed.
Things to Consider                                   •   Talk to nearby business owners about challenges
•   Can I expand my building or business under           with setbacks, signage, or expansions.
    current zoning?                                  •   Prepare a list of barriers you face with your
•   Would a different zoning designation allow           property (Ex: can’t build an addition, limited
    more options?                                        signage).
•   Would increased housing options benefit          •   Start a conversation with the Development
    the corridor?                                        Services Team to learn more about
•   What are my signage options?                         alternative zoning options.


    Comments/Notes




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Corridor Improvement Checklist


           S U P P O RT IVE
           Streets & Sidewalks
            The street and sidewalk structure supports the needs of people visiting and
            working along it.


Are cars speeding through the district? Do people feel safe crossing the street? Many corridors
were designed to move vehicles quickly, often at the expense of safety and comfort.

Wider, walkable sidewalks promote outdoor seating, events, and foot traffic—bringing more
energy into the district.



How can we help?                                   What can you do?
•   Free street & sidewalk assessment              •   Observe how people move around your
•   Public input coordination                          business—where do they walk, cross, or
•   Recommend improvements and proper                  get stuck?
    process                                        •   Note areas with cracked sidewalks, poor
•   Sidewalk repairs                                   lighting, or unsafe street crossings.
                                                   •   Talk with customers or neighbors about how
                                                       comfortable the area feels.
                                                   •   Collect photos of areas that need
                                                       improvement & share them with your Business
                                                       Association or the city.




    Comments/Notes




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                                                                    Corridor Improvement Checklist


            D ES I R E D
            Street Amenities

             The corridor has sufficient landscaping and amenities.



Does your corridor have a strong identity? Does it make people want to explore more than one
business location? Street amenities like benches, bike racks, street trees, banners, and lighting
help create a unique identity and increase the amount of time people spend in the district.
Improvements to paths and sidewalks can help increase access to surrounding neighborhoods.


How can we help?                                    What can you do?
•   Free public amenities assessment                •   Take a walking tour of your corridor and
•   Public input coordination                           list what’s missing (benches, bike racks, trash
•   Recommendations & potential                         cans, street trees).
    professional renderings                         •   Talk to customers—would they stay longer if
                                                        there were more places to sit, or other features
                                                        to make them comfortable?
                                                    •   Brainstorm ideas for public art, banners, or
                                                        lighting that reflect your corridor’s identity.
                                                    •   Partner with neighboring businesses to co-
                                                        sponsor a planter or public art project.
                                                    •   Note where extra sidewalk space could be
                                                        used for outdoor dining to enhance the area.




    Comments/Notes




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Corridor Improvement Checklist


             F U N CT I O NAL
             Parking

              Customers can easily locate parking that meets their needs.



Parking is important, but building more isn’t always the solution. In some cases, plenty of parking
exists, but drivers cannot easily find it or the spaces are occupied by cars parked for the entire
day. The planning department has developed strategies to implement and encourage efficient
use of parking, while keeping spaces closer to businesses available for customers.


How can we help?                                    What can you do?
•   Review corridor-specific parking strategies     •   Ask customers where they typically park—
•   Recommend appropriate parking solutions             and if it’s easy or frustrating.
                                                    •   Evaluate your parking—are there signs? Are
                                                        spaces visible? Is turnover high enough?
                                                    •   Partner with neighboring businesses to share
                                                        overflow parking or coordinate signage.
                                                    •   Encourage employees to park further away
                                                        to free up close and convenient spaces for
                                                        customers.




    Comments/Notes




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                                                                   Corridor Improvement Checklist


            WE L L-MAI N TAI N E D
            Properties

             Properties in and around the corridor are visually appealing and in good condition.



Blighted or deteriorated properties discourage foot traffic and send the wrong message to
potential customers. Both commercial and residential buildings should reflect the character
and vitality of the area.




How can we help?                                    What can you do?
Depending on available funding, assistance may      •   Walk your block and look with a fresh set of
include:                                                eyes: What needs paint, repair, or landscaping?
• Senior & low-income home repairs (roofing,        •   Add planters, a bench, or art near your
    siding)                                             storefront to boost curb appeal.
• Lead paint removal                                •   Talk to neighboring property owners about
• Infill housing or building conversions                coordinating/collaborating seasonal cleanups
• Commercial facade improvement grants                  or facade updates.
                                                    •   Report blight or unsafe properties to the city.
                                                    •   If you rent or lease your space, talk with your
                                                        landlord about possible improvements.




   Comments/Notes




                                                                                                      7
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Corridor Improvement Checklist


              BU S I N ES S
              Expansion Assistance

               Businesses are aware of expansion incentives.



Expansion incentives are often available in the form of tax abatements or grants—but eligibility criteria
must be met. If incentives don’t currently exist, steps can be taken to pursue them.


How can we help?                                        What can you do?
•   Evaluate eligibility for tax abatements or grants   •   Review your long-term business goals—do you
•   Provide technical assistance & guidance                 plan to expand, renovate, or relocate?
    through the process                                 •   Start a “dream list” of improvements you’d like
                                                            to make in 1–5 years.
                                                        •   Reach out early to explore available incentives,
                                                            even if you’re not ready to act now.
                                                        •   Talk to nearby business owners who have
                                                            expanded—learn what worked and what didn’t.
                                                        •   Consider how your expansion might contribute
                                                            to corridor revitalization as a whole.




    Comments/Notes




8
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                                                                  Corridor Improvement Checklist


            Funding
            OPTIONS


             The Business Association has funding to operate and support improvements.



Associations are often self-funded and either collect dues or organize fundraising events.
Others operate with no budget at all. For major improvements, forming a Business
Improvement District or Corridor Improvement Authority allows a group to leverage new tax
dollars or assessments for enhancements.

Funding could go to projects like:                What can you do?
•   Decorative lighting                           •   Inventory your current funding—do you collect
•   Banners                                           dues? Fund raise? Apply for grants?
•   Landscaping                                   •   Work with members to set a simple annual budget.
•   Benches                                       •   Brainstorm low-cost fundraising ideas (e.g., a
•   Trash receptacles                                 sidewalk sale, holiday event).
•   Street/sidewalk upgrades                      •   Explore the pros and cons of forming a
•   Sidewalk snow removal                             Business Improvement District or Corridor
                                                      Improvement Authority.
                                                  •   Identify one small improvement to fund
How can we help?
                                                      together this year.
•   Help identify the right funding mechanism
•   Guide the association through the setup
    process




    Comments/Notes




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Corridor Improvement Checklist



     Comments/Notes




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                 Corridor Improvement Checklist



Comments/Notes




                                              11
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Corridor Improvement Checklist



     Comments/Notes




12
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                       Agenda Item Review Form
                     Muskegon Planning Commission
Commission Meeting Date: April 16, 2026            Title: Memo from Attorney - Closed Session

Submitted by:                                      Department: Planning

Brief Summary:
Memo from Attorney - Closed Session

Detailed Summary & Background:
Staff has received a memo from legal counsel and is recommending discussing it in a closed session.

Goal/Focus Area/Action Item Addressed:

Key Focus Areas:


Goal/Action Item:
2027 Goal 2: Economic Development Housing and Business

Amount Requested:                                  Budgeted Item:
N/A                                                 Yes           No           N/A    X

Fund(s) or Account(s):                             Budget Amendment Needed:
N/A                                                 Yes           No           N/A    X

Recommended Motion:
A recommended motion will be provided at the meeting.

Approvals:                                         Guest(s) Invited / Presenting:
Immediate Division        X                        No
Head
Information
Technology
Other Division Heads
Communication
Legal Review




                                                                                          Page 216 of 216

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