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CITY OF MUSKEGON
PLANNING COMMISSION MEETING
July 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 April 16, 2026.
Planning
☐ PUBLIC HEARINGS:
A. Case 2026-13: Request to amend the Planned Unit Development (PUD) at
1740 E Sherman Blvd for a new drive-thru restaurant building, by
Shamrock Coffee, Inc. Planning
☐ UNFINISHED BUSINESS:
A. 2026 Goal Setting Planning
☐ NEW BUSINESS:
A. Case 2026-14: Request for a site plan review for a 14,800 sf gymnasium
addition to the school at 1220 Eastgate St. Planning
☐ ANY OTHER BUSINESS:
☐ GENERAL PUBLIC COMMENT:
► Reminder: Individuals who would like to address the City Commission shall do the following: ►Fill out a
request to speak form attached to the agenda or located in the back of the room. ► Submit the form to
the City Clerk. ► Be recognized by the Chair. ► Step forward to the microphone. ► State name. ►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
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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]
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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
MINUTES
CALL TO ORDER
B. Mazade called the meeting to order at 4:00 PM, and a roll call was taken.
ROLL CALL
Members Present: K. Johnson, J. Seyferth, S. Gawron, B. Mazade, M. De La Garza
Member(s) Absent:
Member(s) Excused: D. Keener, S. Blake, L. Willett LeRoi, L. Simmons
Staff Present: M. Franzak, S. Romine, J. Pesch, and D. Vanderheide
Others Present:
ACTING CHAIR MOTION
A motion by K. Johnson, seconded by S. Gawron, to nominate B. Mazade as acting Chair for the meeting was
unanimously approved.
APPROVAL OF MINUTES
A. Approval of the minutes from the regular meeting on March 12, 2026.
Planning
A motion to approve the minutes of the regular Planning Commission meeting on March 12, 2026, was made by
K. Johnson, supported by J. Seyferth, and unanimously approved.
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
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SUMMARY
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 stormwater 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 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 on-site. Staff may also have additional conditions as new information is shared by the
applicant.
STAFF RECOMMENDATION
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.
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PUBLIC HEARING COMMENCED
L. Willett-Leroi, resident: Thinks that improving clear access to the boardwalk is important to the community,
likes that the wetland is considered an amenity, and thinks that the developer should work with Grand Valley to
consider more of a parking lot swap to make things smoother. Suggestions about reconfiguring the parking lots
on the west side differently and whether the dumpsters can be moved farther away from the wetlands.
K. Murphy, Lakefront Condo Association: Likes to see growth in the city, but has concerns about the waterfront
access signage and the lack of guidance to publicly accessible areas.
PUBLIC HEARING - MOTION
A motion to close the public hearing was made by S. Gawron, supported by J. Seyferth, and unanimously
approved.
MOTION
Motion by S. Gawron, seconded by J. Seyferth, to recommend 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 recommend that the waterfront access paths within Harbor 31 be recommended
to the City Commission for approval with the following conditions:
1. The stormwater permit must be updated with the Engineering Dept.
2. The Certificates of Occupancy for the Meadows are not issued until the western path to the boardwalk is
constructed and usable and includes a public access sign.
3. Any street trees removed for terrace parking must be replaced elsewhere within Harbor 31, as approved by
staff.
4. The landscaping plan shall be revised to include an additional 10 canopy trees on-site, including at least two
per parking lot.
5. The drive entrance to the north be realigned, as approved by staff. The eight parking spaces in this area must
also be removed.
ROLL VOTE: Ayes: S. Gawron, J. Seyferth, K. Johnson, B. Mazade, and M. De La Garza
Nays: None.
MOTION PASSED
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
SUMMARY
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.
STAFF RECOMMENDATION
I move that 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.
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PUBLIC HEARING COMMENCED
L. Willett-Leroi, resident: Spoke about the habitat zone at the high water mark, and if we require a buffer zone.
CLOSE PUBLIC HEARING - MOTION
A motion to close the public hearing was made by S. Gawron, supported by K. Johnson, and unanimously
approved.
MOTION PASSED
MOTION
Motion by K. Johnson, seconded by S. Gawron, that 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.
ROLL VOTE: Ayes: K. Johnson, S. Gawron, J. Seyferth, B. Mazade, and M. De La Garza
Nays: None
MOTION PASSED
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
SUMMARY
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 amendments at the
meeting. Please see the attached "FBC Amendments" and "Amendment Overview" documents.
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STAFF RECOMMENDATION
I move that 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.
PUBLIC HEARING COMMENCED
None.
CLOSE PUBLIC HEARING - MOTION
A motion to close the public hearing was made by S. Gawron, supported by K. Johnson, and unanimously
approved.
MOTION
Motion by S. Gawron, second by K. Johnson, that 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.
ROLL VOTE: Ayes: K. Johnson, S. Gawron, J. Seyferth, B. Mazade, and M. De La Garza
Nays: None
MOTION PASSED
UNFINISHED BUSINESS
A. 2026 Goal Setting Planning
This item is postponed until all Planning Commissioners are present.
NEW BUSINESS
A. City of Muskegon Capital Improvement Plan Manager's Office
SUMMARY
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.
STAFF RECOMMENDATION
To adopt and approve the Capital Improvement Plan as presented and recommend adoption and approval by
the City Commission.
MOTION
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Motion by S. Gawron, seconded by J. Seyferth, to adopt and approve the Capital Improvement Plan as
presented and recommend adoption and approval by the City Commission.
ROLL VOTE: Ayes: K. Johnson, S. Gawron, J. Seyferth, B. Mazade, and M. De La Garza
Nays: None
MOTION PASSED
B. Corridor Improvement Checklist Planning
This item is postponed until all Planning Commissioners are in attendance.
ANY OTHER BUSINESS
None.
GENERAL PUBLIC COMMENT
None.
ADJOURNMENT
The Planning Commission meeting adjourned at 5:33 PM.
Respectfully Submitted,
Ann Marie Meisch, MMC City Clerk
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Agenda Item Review Form
Muskegon Planning Commission
Commission Meeting Date: July 16, 2026 Title: Case 2026-13: Request to amend the
Planned Unit Development (PUD) at 1740 E
Sherman Blvd for a new drive-thru restaurant
building, by Shamrock Coffee, Inc.
Submitted by: Mike Franzak, Planning Director Department: Planning
Brief Summary:
Request to amend the Planned Unit Development (PUD) at 1740 E Sherman Blvd for a new drive-thru
restaurant building.
Detailed Summary & Background:
This Planned Unit Development was originally approved for retail and restaurant uses. It initially
contained only the strip mall, but eventually individual out-lots were approved through the PUD
amendment process. The PUD was amended in 2022 to allow for a building (located in the same
area of the development) that would contain a coffee shop and oil change businesses, but the
development never came to fruition.
This request includes the addition of a 2,110 sf building that will host a Dunkin' Donuts, which will be
placed within its own new, one-acre parcel with a separate address from the rest of the
development.
The drive-thru will be located on the south side of the parcel. There is adequate space to stack cars
in the drive-thru with enough room for nine vehicles. There are 23 parking spaces proposed onsite.
The plan includes a landscaping plan with a variety of trees and shrubs and a photometric plan with
downward-facing, 100% cutoff lighting.
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
Page 9 of 45
Fund(s) or Account(s): Budget Amendment Needed:
N/A Yes No N/A X
Recommended Motion:
I move the request to amend the Planned Unit Development at 1740 E Sherman Blvd 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
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R
Know what's below.
Callbefore you dig.
ZONED: I-2 PUD
ZONED: I-2 PUD
STM STM STM STM STM STM
SAN
SAN SAN SAN SAN SAN SAN
EXISTING LEGEND
SURVEY TREES
SECTION CORNER CONIFEROUS TREE
PROPERTY IRON FOUND
PROPERTY IRON SET
DECIDUOUS TREE
ZONED: I-2 PUD WOOD STAKE SET
BENCHMARK ELECTRICAL
SAN
UTILITY POLE
STM STM STM
GUY WIRE
STM STM
LIGHT POLE
EXISTING CONDTIONS AND REMOVALS PLAN
UTILITY RISER/METER
WATER STORM SEWER
MANHOLE CURB CATCH BASIN
VALVE ROUND CATCH BASIN
GM
ZONED: I-2 PUD HYDRANT FLARED END SECTION
DUNKIN DONUTS - MUSKEGON
ZONED: I-2 PUD
MISC
SANITARY SEWER
STM
SIGN
UG-E
MANHOLE
CLEANOUT
CONCRETE
ZONED: I-2 PUD
BITUMINOUS
EXIST. BIT. REMOVAL
STM
EXIST. CONC. REMOVAL
UG-
E
EXIST. BIT. TO BE MILLED
UG-E
UG-E
UG-E
SAN PROPERTY LINE
UG-E
UG-E CONTOUR LINE (MAJOR)
WTR
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D
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STM STORM SEWER
(VA G NATURAL GAS
WTR UG-E UNDERGROUND ELECTRIC
(774)-270-6995
15 Spinning Wheel Rd. Suite 110
Shamrock Coffee Inc.
Hinsdale, IL 60521
Paula Vincent
MILL BIT SECTION
Page 13 of 45
SITE DATA:
SITE: 1.00 ACRES
ZONED: I-2 PUD, INDUSTRIAL PUD
USE: DRIVE THRU RESTAURANT WITH MAX OF 3 TO 5 EMPLOYEES AT ONE TIME
REQUIRED PROVIDED
MAXIMUM BUILDING HEIGHT: 3 STORIES OR 50' 1 STORY (SEE ARCH)
FRONT BUILDING SETBACK: 20' 54'
SIDE BUILDING SETBACK: 10' 80.5' TO EAST
ZONED: I-2 PUD REAR BUILDING SETBACK: 10' 80.4'
BP FRONT PARKING SETBACK: 10' 10.2'
SIDE PARKING SETBACK: 10' 23' TO WEST
REAR PARKING SETBACK: 10' 0'
PARKING DATA:
MIN. REQUIRED PARKING: 19 SPACES
(1 SPACE PER 50 SFT OF SEATING + EMPLOYEES) 690 / 50 + 5 = 18.8
MAX. ALLOWED PARKING: 25 SPACES
(133% OF MIN.) 18.8 * 1.33 = 25.0
PROPOSED PARKING: 23 SPACES
(INCLUDES 1 BARRIER FREE SPACE)
STACKING FROM WINDOW: 9 SPACES
PARKING SPACE: 8' x 18' 9' x 20'
DRIVE AISLE WIDTH(TWO WAY): 22' 24' MIN.
(ONE WAY): 12' 12' MIN.
10' X 50' LOADING SPACE REQUIRED
10' X 63' LOADING SPACE PROVIDED
BP
BP
ZONED: I-2 PUD
XFMR
EM
GM
BP
B.F.
10
G
DUNKIN DONUTS - MUSKEGON
BP BIT OVERLAY SECTION
SITE LAYOUT PLAN
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ZONED: I-2 PUD
13
WTR
FLUSH SIDEWALK EDGE
WTR
WTR
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WTR
O U L EVAR
B
MAN W)
SHER RIABLE RO
R
(VA
WT
WTR
RAISED SIDEWALK EDGE
(774)-270-6995
15 Spinning Wheel Rd. Suite 110
Shamrock Coffee Inc.
Hinsdale, IL 60521
Paula Vincent
HEAVY DUTY CONCRETE PVMT
BIT PAVEMENT-SECTION CONCRETE SIDEWALK CONCRETE PAVEMENT AT DUMPSTER ENCLOSURE 24" CURB AND GUTTER
Page 14 of 45
ZONED: I-2 PUD
STM STM STM STM STM STM STM
STM
SAN
SAN SAN SAN SAN SAN SAN SAN SAN SAN
BP
BP
SAN
ZONED: I-2 PUD
XFMR UG-E
STM UG-T
STM STM STM
SAN
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UG-T
UG-E
STM
GM
BP
B.F.
UG-T
UG-E
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STM
BP
UG-T
DUNKIN DONUTS - MUSKEGON
UG-E
G
ZONED: I-2 PUD
STM
SITE UTILITY PLAN
BP
SAN
STM
WTR SAN
WTR SAN
SA
N
WTR SAN
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WTR SAN
B O ULEV
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SHER IABLE RO
(VAR
UG-E
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WT UG-T
G
WTR
SAN
WTR
(774)-270-6995
15 Spinning Wheel Rd. Suite 110
RESERVED
RESERVED PARKING
PARKING
VAN
Shamrock Coffee Inc.
ONLY ACCESSIBLE
Hinsdale, IL 60521
RESERVED PARKING SIGN VAN ACCESSIBLE RESERVED
PARKING SIGN
SIGN MATERIALS:
Paula Vincent
GENERAL:SIGNS SHALL CONFORM WITH THE
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
MOUNTING HARDWARE:
STAINLESS STEEL.
PANEL MATERIAL:
ALUMINUM SHEET.
SIGN FACE:REFLECTORIZED BACKGROUND, REFLECTORIZED LEGEND.
BARRIER FREE SIGNS
GRAVITY SEWER CLEAN OUT DOWNSPOUT CONNECTION RISER BUMP POST
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R
Know what's below.
Callbefore you dig.
ZONED: I-2 PUD
BP
BP
ZONED: I-2 PUD SOIL EROSION CONTROL KEY
XFMR
EM
SITE GRADING AND SESC PLAN
DUNKIN DONUTS - MUSKEGON
GM
BP
B.F.
G
BP
G
ZONED: I-2 PUD
WTR
WTR
WTR
(774)-270-6995
15 Spinning Wheel Rd. Suite 110
D
WTR
O U L EVAR
B
MAN W)
SHER RIABLE RO
R
(VA
WT
Shamrock Coffee Inc.
WTR
Hinsdale, IL 60521
Paula Vincent
Page 16 of 45
PROJECT NOTES AND SPECIFICATIONS
GENERAL NOTES
DUNKIN DONUTS - MUSKEGON
GENERAL SPECIFICATIONS
DETAIL PLAN
TYPICAL CATCH BASIN
INLET PROTECTION - FABRIC INLET PROTECTION - FABRIC
DROP SPECIFICATIONS DROP
SITE CONCRETE FLATWORK
(774)-270-6995
15 Spinning Wheel Rd. Suite 110
Shamrock Coffee Inc.
Hinsdale, IL 60521
Paula Vincent
STRIPING
Page 17 of 45
BP
ZONED: I-2 PUD B.F.
STM STM STM STM STM STM STM
STM
SAN
SAN SAN SAN SAN SAN SAN SAN SAN SAN
BP
BP
SAN
ZONED: I-2 PUD
XFMR UG-E
STM UG-T
STM STM STM
SAN
EM
UG-T
UG-E
STM
GM
BP
UG-E
B.F.
DUNKIN DONUTS - MUSKEGON
UG-T
UG-E
G
STM
LANDSCAPE PLAN
BP
UG-E
UG-T
UG-E
G
ZONED: I-2 PUD
STM
UG
-E
UG-E
UG-E
UG-E
UG-E
UG-E
SAN
STM
UG-E
UG-E
UG-E
WTR SAN
UG-E UG-E
WTR SAN
UG-E UG-E
SA
N
WTR SAN
D
WTR SAN
O U L EVAR
B
MAN W)
SHER IABLE RO
R
(VAR
WT
(774)-270-6995
15 Spinning Wheel Rd. Suite 110
WTR
SAN
WTR
Shamrock Coffee Inc.
Hinsdale, IL 60521
Paula Vincent
TREE PLANTING
Page 18 of 45
ARCHITECT:
*480*
541E
copyright c 2025
SHEET TITLE:
2
WT-2 WT-2 WT-2 WT-2 WT-2 1
OG
PROJECT:
DUNKIN
CUPS
104A.1
CUPS
CUPS
ISSUED FOR:
for blended drinks and hwb
HWB
DO NOT SCALE PRINTS
USE FIGURED DIMENSIONS ONLY
JOB NO.
SHEET NO.
PLOT SIZE: 36"X24"
Page 19 of 45
ARCHITECT:
copyright c 2025
SHEET TITLE:
PROJECT:
DUNKIN
ISSUED FOR:
DO NOT SCALE PRINTS
USE FIGURED DIMENSIONS ONLY
JOB NO.
SHEET NO.
PLOT SIZE: 36"X24"
Page 20 of 45
ARCHITECT:
copyright c 2025
SHEET TITLE:
PROJECT:
DUNKIN
ISSUED FOR:
DO NOT SCALE PRINTS
USE FIGURED DIMENSIONS ONLY
JOB NO.
SHEET NO.
PLOT SIZE: 36"X24"
Page 21 of 45
ARCHITECT:
1. FIXTURES SHALL BE HOUSE SIDE SHIELD 2-LAMP LED FIXTURES WITH TYPE 3
OR TYPE 4 DISTRIBUTION HEAVY-DUTY, SINGLE-PIECE DIE-CAST ALUMINUM
HOUSING - DIE-CAST ALUMINUM DOOR WITH ONE-PIECE SILICONE GASKET.
2. POLES ARE TO SQUARE STEEL AND MOUNTED AT 20' OR 25' IN HEIGHT. THE
POLE SHALL BE FURNISHED WITH (4) GALVANIZED ANCHOR BOLTS, NUTS &
WASHERS, METAL TEMPLATE, HAND HOLE AND BASE COVER. VERIFY
DIMENSIONS CONFORM TO ALL LOCAL CODE REQUIREMENTS AND
RESTRICTIONS BEFORE PLACING ORDER.
3. UTILIZING POLE AND BUILDING LIGHTING, OVERALL MINIMUM SITE LIGHTING
SHOULD BE 3-5 FOOTCANDLES. CIRCULATION AREAS, SIDEWALKS,
DRIVE-THRU LANES AND LANDSCAPING SHOULD BE HIGHLIGHTED. SHARP
CUT-OFFS (IDEALLY 1/2 F.C.) AT THE PROPERTY LINES NEED TO BE
MAINTAINED.
4. THE DRIVE-THRU LANES SHOULD MAINTAIN 3-5 FOOTCANDLES
THROUGHOUT WITH A MAXIMUM OF .5 FC AT THE BACK PROPERTY LINE.
WALL PACKS SHALL BE 175W MH FULL CUT-OFF WITH SEGMENTED OPTICS;
SOLID FRONT AND MEDIUM THROW LIGHT DISTRIBUTION. THESE SHOULD BE
MOUNTED ON THE BUILDING @ 12' TO 15' ABOVE GRADE.
copyright c 2025
ALL LIGHTING TO BE PROVIDED AS SPECIFIED THROUGH ESTABLISHED NATIONAL
ACCOUNTS PROGRAM WITH VILLA LIGHTING SUPPLY OR NEEDHAM ELECTRIC. PLEASE
CONTACT:
0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.5 0.6 0.7 0.8 0.8 0.9 1.0 1.0 1.1 1.2 1.1 1.1 1.1 0.9 0.7
· VILLA LIGHTING NATIONAL ACCOUNTS DEPARTMENT
0.6 0.6 0.6 0.6 0.6
0.2 0.2 0.3 0.3
0.6 0.5 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 P: 1-800-325-0963 x462
0.4 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.1 1.3 1.4 1.4 1.4 1.4 1.3 1.1 0.9 0.8 0.7 0.8 0.8 0.8 0.7 0.6 0.5 0.3 0.1 0.1 0.0
F: 314-531-8720
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.5 1.7 1.8 1.8 1.8 1.6 1.3 1.1 0.9 0.9 1.0 1.0 1.0 0.9 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
· NEEDHAM ELECTRIC NATIONAL ACCOUNTS DEPARTMENT
0.3 0.4 0.4 0.5 0.5 0.6 0.7 0.8 1.0 1.0 1.2 1.4 1.5 1.7 1.9 2.2 2.4 2.4 2.3 2.1 1.7 1.3 1.1 1.1 1.2 1.2 1.2 1.2
P: 1-200-244-6980
1.0 0.8 0.5 0.2 0.0
0.8 0.9 0.9 1.1 1.3 1.5 1.3 1.3 1.8 2.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 F: 781-575-1398
2.1 2.0 2.1 1.2 1.2 2.9 3.1 3.1 3.1 2.7 2.2 1.5 1.3 1.3 1.4 1.5 1.6 1.5 1.3 1.0 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1.4 1.7 2.0 2.0 2.2 2.4 2.5 1.7 2.8 3.1 3.1 3.2 2.0 1.7 1.4 1.5 3.8 4.0 3.9 3.4 2.5 1.7
PRICING HAS BEEN PRE-NEGOTIATED AND PRODUCT IS AVAILABLE TO SHIP AS NEEDED.
1.4 1.5 1.7 1.9 2.0 2.0 1.7 1.2 0.6 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1.9 2.4 3.0 3.1 2.9 3.0 3.0 3.2 3.3 3.6 3.8 4.3 2.8 2.3 1.7 0.0 0.6 3.9 3.9 3.4 2.8 1.9 1.6 1.7 2.0 2.3 2.5 2.5 2.2 1.5 0.7 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
2.2 2.7 3.3 3.5 2.8 2.9 3.2 3.4 3.5 3.6 3.8 4.8 4.6 2.5 0.0 0.0 0.0 3.6 3.9 3.4 2.6 2.2 1.8 2.0 2.2
GENERAL NOTES:
2.5 3.0 3.1 2.7 1.8 0.7 0.2 0.1 0.1 0.0 0.0 0.0 0.0
2.2 2.7 3.1 3.1 2.8 2.7 2.9 3.1 3.3 3.6 3.9 4.3
0.0 0.0 0.0 0.0
SHEET TITLE:
4.5 4.4 2.0 0.0 0.0 3.2 3.6 3.5 2.9 2.0 2.0 2.2 2.3 2.5 3.0 3.4 2.9 1.8 0.8 0.2 0.1 0.0 0.0 0.0 0.0
Statistics 1) REFER TO ARCHITECTURAL EXTERIOR ELEVATIONS FOR FIXTURE MOUNTING HEIGHTS ON
0.0 0.0 0.0 0.0 0.0
2.1 2.5 2.7 2.7 2.7 2.7 2.8 3.0 3.2 3.5 3.9 4.2 4.5 4.6 4.5
BLDG.
1.6 2.9 3.3 3.7 3.7 3.1 2.1 2.3 2.4 2.4 2.5 2.6 2.6 2.6 1.9 1.0 0.2
Description Symbol Avg Max Min Max/Min Avg/Min
0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1.9 2.2 2.3 2.5 2.7 2.9 3.1 3.3 3.6 3.8 4.0 4.1 4.3 4.5 4.5 3.6 4.1 4.3 3.8 3.4 2.6 2.5 2.5 2.6 2.5 2.4 2.4 2.6 2.6 2.0 1.0
Dunkin Lot 1.6 fc 6.7 fc 0.0 fc N/A N/A 2) THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING, STORAGE,
0.2 0.1 0.0 0.0 0.0
1.7 2.0 2.2 2.4 2.7 3.0 3.3 3.5 3.7 3.9 4.0 4.1 4.2
0.0 0.0 0.0 0.0 0.0 0.0
INSTALLATION AND WIRING OF LIGHT FIXTURES.
4.3 4.4 4.0 4.0 4.3 4.6 4.3 3.1 2.7 2.6 2.8 2.6 2.4 2.5 2.6 2.5 1.9 0.8 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1.7 1.8 2.1 2.3 2.6 2.9 3.2 3.4 3.6 3.7 3.8 3.9 4.0 4.1 4.2 4.0 4.0 4.3 4.6 4.4 3.9 3.0 2.7 2.8 2.6
3) REFLECTANCE VALUES OF 80-50-20; LIGHT LEVEL CALCULATED AT 2.5'
2.4 2.5 2.7 2.6 1.3 0.6 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1.7 1.9 2.0 2.3 2.5 2.8 3.0 3.3 3.5 3.6 3.7 3.7 3.8 4.0 4.2 4.1 4.1 4.3 4.6 4.5 3.9 3.0 2.7 2.8 2.5 2.0 2.5 2.7 2.6 2.0 1.0 0.2 0.1 0.1 0.0 0.0 0.0
4) FIXTURES MOUNTED ON 25' POLE & 3' BASE LIGHT LEVEL CALCULATED ON THE GROUND
0.0 0.0 0.0 0.0 0.0
1.8 2.0 2.2 2.3 2.6 2.8 3.0 3.2 3.4 3.6 3.6 3.7 3.8 3.9 4.1 4.2 4.3 4.7 5.0 4.7 3.9 2.9 2.5 2.5 2.4 2.2 2.4 2.6 2.7 2.1 1.2 0.2 0.1 0.1 0.0 0.0 0.0
1.9 2.1 2.2 2.4 2.6 2.8 3.0 3.2 3.4 3.5 3.6 3.6 3.6 3.8
0.0 0.0 0.0 0.0 0.0
Luminaire Locations
4.0 4.1 4.5 5.3 5.8 5.7 4.5 2.4 2.1 2.3 2.4 2.3 2.7 2.7 2.7 2.0 1.1 0.3 0.1 0.1 0.1 0.0 0.0 0.0
1.9 2.1 2.2 2.4 2.6 2.8 3.0 3.1 3.3
0.0 0.0 0.0 0.0
Location Aim
3.4 3.5 3.5 3.5 3.6 3.8 4.0 4.4 5.1 6.4 6.7 4.5
3.0 3.6 3.2 2.1 1.0 0.3 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1.9 2.0 2.2 2.4 2.6 2.8 3.0 3.1 3.2 3.3 3.4 3.3 3.3 3.3 3.5 3.8 4.1
No. Label X Y Z MH Orientation Tilt X Y Z
4.4 3.6
3.1 3.3 3.1 2.2 1.1 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0
1.8 1.9 2.1 2.3 2.5 2.8 3.0 3.2 3.2 3.2 3.2
0.0 0.0
1 EWS-1 555.24 417.28 14.50 14.50 90.00 0.00 555.24 417.28 0.00
3.1 3.1 3.1 3.2 3.4 3.0 2.8 2.6
2.9 2.9 2.7 2.0 1.1 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
2 EWS-1 525.04 455.00 9.00 9.00 0.00 0.00 525.04 417.28 0.00
1.7 1.9 2.1 2.3 2.6 2.9 3.1 3.2 3.2 3.2 3.1 3.1 2.9 2.9 3.0 2.7 2.6 2.4 2.2 1 PKL4 461.12 415.30 25.00 25.00 0.00 0.00 461.12 415.30 0.00
2.6 2.5 2.3 1.8 1.0 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0
1.8 2.0 2.2 2.5 2.7 3.0 3.2 3.3 3.3 3.2 3.2
0.0 0.0
2 PKL4 461.13 415.31 25.00 25.00 180.00 0.00 461.13 415.31 0.00
3.1 2.9 2.6 2.5 2.5 2.3 2.1 1.9
2.4 2.4 2.1 1.7 1.0 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
3 PKL4 463.89 511.69 25.00 25.00 180.00 0.00 463.89 511.69 0.00
1.9 2.1 2.4 2.6 2.7 2.9 3.0 3.1 3.1 3.1 3.1 3.0 2.8 2.7 2.5 2.3 2.1 1.9 1.7 4 PKL4 568.55 385.95 25.00 25.00 270.00 0.00 568.55 385.95 0.00
2.5 2.4 2.1 1.7 1.0 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
2.2 2.5 2.7 2.7 2.7 2.6 2.6 2.7 2.7 2.9 3.0
0.0 0.0
5 PKL4 521.91 487.11 25.00 25.00 270.00 0.00 521.91 487.11 0.00
3.2 3.2 3.0 2.6 2.4 2.1 1.8 1.6
3.0 2.9 2.4 1.8 1.1 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
6 PKL4 569.22 479.00 25.00 25.00 270.00 0.00 569.22 479.00 0.00
2.7 3.2 3.5 3.5 3.3 3.2 3.1 3.1 3.4 3.5 3.8 4.1 3.9 3.5 3.0 2.6 2.2 1.8 1.5
PROJECT:
4.4 4.0 2.9 2.1 1.2 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
3.4 4.2 4.8 4.8 4.3 4.5 4.2 3.9 4.6 4.6 4.7 5.4 4.9 4.2 3.4 2.8 2.3 1.9 1.5
5.7 5.1 3.5 2.4 1.2 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
3.8 4.8 5.6 5.6 5.1 5.2 5.0 5.0 5.1 5.3 5.3 6.0 5.5 4.5 3.6 2.9 2.3 1.8 1.5
5.8 5.4 3.8 2.6 1.3 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
3.6 4.5 5.2 5.2 4.6 4.7 4.6 4.0 4.7 4.7 4.7 5.4 4.9 4.1 3.3 2.6 2.1 1.7 1.3
4.5 4.8 3.8 2.6 1.2 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
3.0 3.6 4.1 4.0 3.6 3.6 3.3 3.1 3.5 3.5 3.6 3.9 3.8 3.3 2.7 2.2 1.8 1.4 1.1
3.4 3.8 3.3 2.3 1.2 0.4 0.1 0.0 0.0
DUNKIN
0.0 0.0 0.0 0.0 0.0 0.0 0.0
2.3 2.7 2.9 2.8 2.6 2.5 2.4 2.4 2.4 2.5 2.7 2.9 2.9 2.5 2.1 1.8 1.5 1.2 1.0
2.6 2.7 2.8 2.3 1.3 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1.9 2.1 2.2 2.3 2.3 2.4 2.4 2.4 2.4 2.4 2.5 2.4 2.3 2.2 2.1 1.9 1.8 1.8 1.9
2.4 2.6 2.7 2.2 1.3 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1.5 1.7 1.9 2.1 2.3 2.5 2.6 2.6 2.6 2.5 2.3 2.2 2.0 1.9 1.8 1.7 1.7 1.7 1.8 1.9 2.0 2.2 2.1 2.3 2.3 2.0 2.3 2.6 2.6 2.0 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1.3 1.5 1.7 1.8 2.0 2.2 2.4 2.4 2.4 2.2 2.1 1.9 1.8 1.7 1.6 1.6 1.6 1.7 1.8 1.8 2.0 2.2 2.4 2.6 2.6 2.0 2.3 2.5 2.6 1.8 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1.2 1.3 1.5 1.6 1.8 1.9 2.1 2.1 2.1 1.9 1.8 1.7 1.6 1.5 1.5 1.5 1.5 1.6 1.7 1.8 2.0 2.1 2.3 2.5 2.5 2.2 2.3 2.5 2.6 2.1 1.3 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.8 1.7 1.6 1.6 1.5 1.5 1.5 1.4 1.5 1.5 1.6 1.8 1.9 2.0 2.1 2.3 2.4 2.3 2.3 2.4 2.6 2.2 1.4 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1.2 1.2 1.3 1.4 1.5 1.5 1.6 1.6 1.5 1.5 1.4 1.4 1.4 1.3 1.3 1.3 1.4 1.5 1.7 1.8 1.8 1.9 2.1 2.3 2.3 2.6 2.8 2.8 2.1 1.2 0.4 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1.0 1.1 1.1 1.2 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.3 1.4 1.5 1.6 1.7 1.7 1.9 2.1 2.3 2.8 3.4 3.2 2.3 1.2 0.4 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.8 0.9 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.1 1.2 1.3 1.4 1.5 1.5 1.6 1.7 1.9 2.2 2.6 2.9 2.7 2.1 1.2 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 1.0 1.1 1.2 1.3 1.4 1.4 1.4 1.5 1.7 2.0 2.2 2.3 2.2 1.8 1.1 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.8 0.9 1.0 1.1 1.2 1.2 1.3 1.3 1.4 1.5 1.7 1.8 1.8 1.7 1.4 0.9 0.4 0.1 0.1
0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.8 0.9 1.0 1.0 1.1 1.1 1.1 1.2 1.3 1.4 1.5 1.4 1.3 1.1
0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.7 0.8 0.8 0.9 0.9 1.0 1.0 1.0 1.1 1.2
0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5
ISSUED FOR:
0.5 0.6 0.6 0.7 0.8 0.8
0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5
0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3
0.1 0.1 0.1 0.1 0.1 0.2 0.2
0.1 0.1 0.1
DO NOT SCALE PRINTS
USE FIGURED DIMENSIONS ONLY
JOB NO.
SHEET NO.
PLOT SIZE: 36"X24"
Page 22 of 45
Agenda Item Review Form
Muskegon Planning Commission
Commission Meeting Date: July 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, March, and April 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 23 of 45
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 24 of 45
2025 MASTER PLAN
PROGRESS REPORT
Page 25 of 45
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 26 of 45
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 27 of 45
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 28 of 45
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 29 of 45
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 30 of 45
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 31 of 45
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 32 of 45
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 33 of 45
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 34 of 45
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 35 of 45
Agenda Item Review Form
Muskegon Planning Commission
Commission Meeting Date: July 16, 2026 Title: Case 2026-14: Request for a site plan review
for a 14,800 sf gymnasium addition to the school
at 1220 Eastgate St.
Submitted by: Mike Franzak, Planning Director Department: Planning
Brief Summary:
Request for a site plan review for a 14,800 sf gymnasium addition to the school at 1220 Eastgate St.
Detailed Summary & Background:
Muskegon Christian School is proposing to add a 14,800 sf gymnasium to the existing school building
at 1220 Eastgate St. The location of the gymnasium will be where the former high school soccer field
is located along Madison St. The soccer field is actually located on a separate parcel from the school
and should be combined.
A new parking lot is also proposed to the east of the gymnasium. It will include 95 new parking
spaces and six landscaping islands. The driveway's location in relation to Calvin Ave is not ideal and
will most likely cause traffic delays.
An outdoor classroom area will be installed to the north of the parking lot.
The stormwater runoff area will be located to the north and will be fenced in.
There is not a sidewalk along Madison St, which will make pedestrian access difficult.
This area of the Sheldon Park neighborhood was mentioned in the master plan for possible
improvements to connect the school to the Sheldon Park baseball fields. Please see the attachment.
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
Page 36 of 45
Fund(s) or Account(s): Budget Amendment Needed:
N/A Yes No N/A X
Recommended Motion:
I move to approve the site plan at 1220 Eastgate St with the following conditions:
1. A stormwater permit is acquired from the Engineering Department.
2. The driveway must line up with Calvin Ave or be flipped to the other side of the parking lot.
3. A sidewalk shall be installed from the alley along the north boundary line to Calvin Ave.
4. The properties (1220 Eastgate & 0 Madison St) shall be combined.
Approvals: Guest(s) Invited / Presenting:
Immediate Division X No
Head
Information
Technology
Other Division Heads
Communication
Legal Review
Page 37 of 45
INDEX OF SHEETS
CS COVER SHEET
C0.1 REMOVALS PLAN
C1.0 SITE PLAN
C2.0 GRADING, DRAINAGE, & SESC PLAN
C3.0 UTILITY PLAN
C4.0 X-SECTIONS, NOTES, AND DETAILS
L1.0 LANDSCAPE PLAN
GYMNASIUM ADDITION
PROJECT LOCATION
MUSKEGON CHRISTIAN SCHOOL
1220 EASTGATE STREET
VICINITY MAP
MUSKEGON, MICHIGAN 49442
R
NORTH
Know what's below.
Call before you dig.
T
For protection of underground utilities, the CONTRACTOR shall dial 1-800-482-7171 OR 811 a minimum of
- NO
ARY CTION
three working days, excluding Saturdays, Sundays and holidays, prior to excavation in the vicinity of utility lines.
All "MISS DIG" participating members will thus be routinely notified. This does not relieve the CONTRACTOR I N
LIM TRU
PRE CONS
of the responsibility of notifying the utility owners who may not be part of the "MISS DIG" alert system.
PROJECT LOCATION OWNER FOR Callen Engineering, Inc.
108 East Savidge Street
Spring Lake, MI 49456
BENCH MARKS:
SECTION 28, T10N, R16W, MUSKEGON CHRISTIAN SCHOOL E O F MI C HI G T.616.414.5260
BM 1 (SE QUAD OF WINTERS & EVANSTON) S AT www.callenengineering.com
CITY OF MUSKEGON, BRUCE
AN
ST
FLANGE OF HYDRANT UNDER "5" IN "150"
Elevation: 634.12 ft. (NAVD 88) 1220 EASTGATE STREET A
CALLEN
MUSKGEON COUNTY, MICHIGAN
EER
LI C E N S
L.B.C.
MUSKEGON, MICHIGAN 49442 License No.
GI N
6201047392
BM 2 (SE QUAD OF MCLAUGHLIN & MADISON) SW B.A.C. A.J.B.
EN
ED
PR
FLANGE OF HYDRANT UNDER "1" IN "1943" O F E S S I O NA L
Elevation: 634.12 ft. (NAVD 88) PHONE: 231-773-3221
DATE OF PLAN: 05-26-26 026 CDS - MUSKEGON CHRISTIAN CS
Page 38 of 45
www.callenengineering.com
Callen Engineering, Inc.
ASPH.
METAL
FENCE
FLOWER BEDS
108 East Savidge Street
Spring Lake, MI 49456
DIFFUSER
(5) RAISED
UNIT
BUILDING
16" MAPLE
DIFFUSER
MONITOR
HANDHOLE
BRICK
WELLS
UNIT
JUNGLE-GYM
WOODCHIPS
BUILDING
VENT PIPES
BRICK
METAL
(2) 8" PLA
DIFFUSER
FENCE
WOODCHIPS
WOOD-
SWING SET
CHIPS
STONES
UNIT
FRM FF
T.616.414.5260
CONC
SHED 33
=6
CHAIN FENCE FF=634.11 .8
4X4 WOOD
2
POST W/
SPIGOT
4X4 WOOD
GRAVEL
POST
CONC
FF FF
COVERED
WOODCHIPS
SWING SET
=6
CONC
=6
33 CONC
ASPH.
33
.7
SPOUT
.7
DOWN
4 8
TREES (±28 COUNT)
YOUNG APPLE
CHAIN FENCE
CO
SPOUT
COVERED
DOWN
FF=632.16
NC
CONC
SHED
DECK
FRM
W
EV
TEETHER-BALL
ALK
WIRE
A
CHICKE
POST
10" QUINTET
CONC
N
(CO
TREE
ST
FNC
WOOD
CHIPS
NC
N-
GARD
ON
)
GREE
-
EN
CO
METAL FENCE
A
NC
VE
N HOU
JUNGLE-GYM
CHIPS
WOOD
WOODCHIPS
METAL
1" CEDAR
SE
-
FENCE
BALL
PIT
20' WIDE
ALLEY
BOARD FENCE
30" TREE
RIM=632.05
WMH#3
INV. SE = 624.55 12" CONC
INV. SW = 626.48 10" CONC
INV. S = 618.66 30" CONC
INV. NW = 618.66 30" CONC
RIM=632.08
STMH#2
DECK
WINTERS ST
18" SPRUCE
18" SPRUCE
CHAIN FENCE
CONC
INV. SE = 622.38 8" CLAY
RIM=631.93
SMH#1 (6' BRICK)
BBALL HOOP
(TYP)
1" SPRUCE
2" TREE
ME
AL T
EN F
CE
1" SPRUCE
CONTAINER
SHIPPING
4X4 WOOD
1" SPRUCE
2" PINE
POST
4X4 WOOD
1" TULIP
POST
JUNGLE-GYM
WOODCHIPS
NORTON SHORES, MICHIGAN 49441
METAL FENCE
CONC
1" CEDAR
1" CEDAR
INV. NE = 625.95 10" CONC
INV. SSW = 626.22 12" CONC
INV. NW = 625.54 12" CONC
RIM=631.80
STMH#3
INV. W = 619.72 10" CLAY
INV. E = 619.62 10" CLAY
RIM=629.49
SMH#6 (4' BRICK)
2" TREE
1" CEDAR
2" TREE
CHAIN FENCE
800 E. ELLIS ROAD, SUITE 508
CHICKE
COOP
ON CONC PAD
GUARD
BLEACHERS
RAIL
CONCEPT DESIGN STUDIO
N
BOARD FENCE
WOOD
CO
1" CEDAR
POLE
FLAG
10" TREE
QUAD
NC
CONC
12" TREE
WA
QUAD
LK
1" CEDAR
ON CONC PAD
BLEACHERS
1" TREE
WOOD
CONC
231-799-4838
1" CEDAR
CONC
INV. SW = 627.40 10" CONC
RIM=631.48
SQCB#1
CHAIN FENCE
ASPH
PANELS
UT
SOLAR
LOG BUILDING
IL
COVERED
FF=633.11
ITY
CONC
M
FF=632 D
AN
BLK BL
HO
1" CEDAR
18" SPRUCE
L
6" TREE
E
.04
CO
NC
DECORATIVE
WINDMILL
CH
AIN
BOA
FNC
FE
4" TREE
NC
RD
E
BOARD FENCE
INV. NE = 626.73 6" CLAY
INV. S = 621.61 8" CLAY
INV. SE = 623.33 8" CLAY
INV. NW = 621.68 8" CLAY
RIM=631.63
SMH#2 (6' BRICK)
4" TREE 4" TREE
TWIN
SHED
FRM
6" TREE
PARCEL #61-24-128-100-0013-
QUAD
6" TREE
TWIN
CHAIN
FENCE
METAL
2" MAPLE
PARCEL #61-24-128-100-0008-
FENCE
CHAIN FENCE
2" MAPLE
METAL FENCE
00
PARCEL #61-24-128-100-0012-
ASPH
GOAL POSTS
SOCCER
CHAIN FENCE
10
PARCEL #61-24-128-100-0014-
2" TREE
PARCEL #61-24-128-100-0015-
3" TREE
6" TREE
3" TREE
00
8" TREE
14" TREE
00
00
10" TREE
12" TREE
4" TREE
RIM=632.05
WMH#4
Property Address:
1220 Eastgate Street
POLE
GUY
CHAIN FENCE
Muskegon, Michigan 49442 ASPH
4" TREE
TWIN
Parcel Number 1: CHAIN FENCE
CONC
POLE
GUY
61-24-100-0008-00 REMOVALS LEGEND
4" TREE
POLE
GUY
Parcel Number 2:
OH GUY
61-24-128-0008-10
LINE
CONC
PROPOSED BUILDING
INV. E = 623.81 12" CONC
INV. NNE = 626.73 10" CONC
INV. NNW = 626.73 10" CONC
INV. S = 621.89 18" CONC
INV. N = 621.89 18" CONC
RIM=631.43
STMH#4
Parcel 1 Property Description:
FOOTPRINT
INV. SSE = 627.10 10" CONC
RIM=631.18
SQCB#2
OH GUY
INV. SSW = 627.19 10" CONC
RIM=631.14
SQCB#3
LINE
CITY MUSKEGON MADISON ST
INV. ESE = 617.61 10" CLAY
INV. N = 617.71 10" CLAY
RIM=632.00
SMH#4 (4' BRICK)
OH GUY
LINE
(ASPH)
PART OF THE NW 1/4 OF SECTION 28 T10N R16W DESCRIBED AS
INV. E = 624.99 12" CONC
INV. S = 620.89 18" CONC
INV. N = 620.89 18" CONC
RIM=632.35
STMH#5
MUSKEGON COUNTY, MICHIGAN
BEGINNING AT THE SE CORNER OF HAZEKAMP ADDITION PAVEMENT REMOVAL AREA
THENCE S00° 37' 57" W 667.43 FEET ALONG THE WEST LINE OF MADISON STREET
CALVIN AVE
THENCE N 81° 14' 13" W 314.34 FEET
INV. NE = 623.12 6" CLAY
INV. S = 618.55 10" CLAY
INV. W = 618.65 10" CLAY
RIM=631.24
SMH#5 (4' BRICK)
THENCE N01° 45' 26" E 622.48 FEET TO THE SOUTH LINE OF HAZEKAMP ADDITION
McLAUGHLIN AVE
RIM=631.67
SMH#3
THENCE S89° 29' 03" E 298.96 FEET ALONG SAID SOUTH LINE TO PLACE OF BEGINNING
CONCRETE REMOVAL AREA
GYMNASIUM ADDITION
1220 EASTGATE STREET
REMOVALS PLAN
Parcel 2 Property Description:
CITY OF MUSKEGON
CITY OF MUSKEGON
PART OF THE NW 1/4 OF SECTION 28 T10N R16W DESCRIBED AS REMOVAL ITEM
COMMENCING AT THE SE CORNER OF HAZEKAMP ADDITION
NORTH
THENCE S00° 37' 57" W 667.43 FEET ALONG THE WEST LINE OF MADISON STREET TO THE PLACE OF BEGINNING
THENSE S00° 37' 57" W 142.07 FEET ALONG SAID WEST LINE
THENCE N81° 05' 36" W 187.50 FEET
THENCE S00° 20' 42" W 104.40 FEET
THENCE N89° 46' 16" W 4.22 FEET
THENCE S00° 46'15" W 145.00 FEET TO THE NORTH LINE OF EVANSTON AVENUE
THENCE N67° 42' 18" W 569.48 FEET ALONG SAID NORTH LINE TO THE CENTERLINE OF VACATED EASTGATE STREET
THENCE N67° 49' 28" W 380.77 FEET ALONG SAID NORTH LINE TO THE SE CORNER OF LOT 7 BODENDOERFERS SUBDIVISION DEMOLITION NOTES
THENCE N00° 59' 56" E 239.82 FEET ALONG THE EAST LINE OF BODENDOERFERS SUBDIVISION
THENCE S89° 30' 59" E 353.92 FEET TO THE CENTERLINE OF VACATED EASTGATE STREET ALL MATERIAL THAT IS NOT SUITABLE AS BACKFILL AND MATERIALS THAT ARE EXCESS SHALL BE REMOVED FROM THE SITE SUBSURFACE CONDITIONS
T
THENCE N00° 49' 34" E 439.72 FEET ALONG SAID CENTERLINE AND DISPOSED OF IN ACCORDANCE WITH ALL. LOCAL, STATE, AND FEDERAL REGULATIONS.
Contractor(s) shall familiarize themselves with the information and - NO
THENCE S89° 29' 03" E 417.12 FEET ALONG THE SOUTH LINE OF HAZEKAMP ADDITION AND ITS WESTERLY EXTENSION
ALL AREAS OF UNDERGROUND DEMOLITION; UTILITY LINE REMOVAL; AND UNDERGROUND TREE, STUMP, AND VEGETATION findings presented in the Geotechnical Evaluation Report prepared I NARY CTION
THENCE S01° 45' 26" W 622.48 FEET
THENCE S81° 14' 13" E 314.34 FEET TO THE PLACE OF BEGINNING
REMOVAL SHALL BE BACKFILLED. by Soils & Structures dated April 23, 2026.
RE LIM STRU
P N
BACKFILLING SHALL PROMPTLY FOLLOW UNDERGROUND DEMOLITION OR REMOVAL WORK AND SHALL CONTINUE AS THE
Soils & Structures Project No. 26MKG-4MW
R CO
SUBJECT TO EASEMENTS OF RECORD L4080/P840 DEMOLITION PROGRESSES. FO
Total Acreage: CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR AND OBTAINING ALL NECESSARY DEMOLITION PERMITS AND
17.35 Acres (755,766 sft.) PAYING FOR ANY ASSOCIATED PERMIT FEES.
Parcel Number 1: 12.76 Acres (555,826 sft.) E O F MI C HI G
Parcel Number 2: 4.59 Acres (199,940 sft.)
NOTIFY ARCHITECT/ENGINEER OF ANY OTHER UNDERGROUND MATERIALS OR EQUIPMENT ENCOUNTERED DURING AT BRUCE
AN
ST
EXCAVATION NOT SPECIFICALLY NOTED ON THE DRAWING(S).
A
CALLEN
Property Zoning: PRIVATE UTILITY REMOVAL - CONTRACTOR TO COORDINATE PRIVATE UTILITY (GAS, ELECTRIC, PHONE, CABLE, ETC.)
E ER
LI C E N S
R - Neighborhood Residential REMOVAL WITH APPROPRIATE AUTHORITY. ALTHOUGH ALL PRIVATE UTILITY SERVICES MAY NOT BE SHOWN ON THIS License No.
GI N
Setbacks: DRAWING, CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF SERVICE AS NECESSARY. 6201047392
SCALE
EN
ED
BENCH MARKS: PR
PUBLIC UTILITY REMOVAL - CONTRACTOR TO COORDINATE PUBLIC UTILITY (WATER, SEWER, STORM) REMOVAL WITH
R
O F E S S I O NA L DRAWING PLOT SCALE
Front: 10-30 ft. BM 1 (SE QUAD OF WINTERS & EVANSTON) S
APPROPRIATE UTILITY COMPANY. ALTHOUGH ALL PUBLIC UTILITY SERVICES MAY NOT BE SHOWN ON THIS DRAWING,
FLANGE OF HYDRANT UNDER "5" IN "150"
Side: 5 ft. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF SERVICE AS NECESSARY.
Elevation: 634.12 ft. (NAVD 88) For protection of underground utilities, the CONTRACTOR shall dial 1-800-482-7171 OR 811 a minimum of PROJECT
Rear: 15 ft.
WHERE CURBING OR PAVEMENT IS INDICATED TO BE REMOVED, IT SHALL BE SAWCUT FULL DEPTH. REMOVE TO THE NEAREST
JOINT, IF THE JOINT IS WITHIN 3 FEET OF THE REMOVAL LINE. VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR TO BEGINNING
Know what's below. three working days, excluding Saturdays, Sundays and holidays, prior to excavation in the vicinity of utility lines.
WORK. BM 2 (SE QUAD OF MCLAUGHLIN & MADISON) SW Call before you dig. All "MISS DIG" participating members will thus be routinely notified. This does not relieve the CONTRACTOR
of the responsibility of notifying the utility owners who may not be part of the "MISS DIG" alert system.
Maximum Allowable
Building Height: 35 ft.
FLANGE OF HYDRANT UNDER "1" IN "1943"
Elevation: 634.12 ft. (NAVD 88) DATE OF PLAN: 05-26-26 C0.1
Page 39 of 45
RAIL QUAD 6" TREE POLE
4" TREE 6" TREE
TWIN CONC
www.callenengineering.com
3" TREE
8" TREE
4" TREE
Callen Engineering, Inc.
6" TREE CHAIN FENCE TWIN 4" TREE
4" TREE 4" TREE
CHAIN FENCE
TWIN QUAD GENERAL NOTES
108 East Savidge Street
2" TREE
Spring Lake, MI 49456
SWING SET 3" TREE 6" TREE
4" TREE
WOODCHIPS
CONC 1. PROJECT INCLUDES CONSTRUCTION OF A 14,800 SFT. SINGLE-STORY, SLAB-ON-GRADE BUILDING ADDITION,
RELATED PARKING, LANDSCAPING, SIGNAGE, LIGHTING, UTILITY CONNECTIONS, AND STORMWATER DRAINAGE
FACILITIES.
T.616.414.5260
2. THE DEVELOPMENT SHALL BE SERVED BY PUBLIC SANITARY SEWER AND PUBLIC WATER MAIN.
2" TREE
3. ACCESS TO THE DEVELOPMENT SHALL BE VIA ONE (1) PROPOSED CURBCUT ONTO MADISON STREET.
4. STORM DRAINAGE SHALL BE DETAINED ONSITE MEETING THE REQUIREMENTS OF MUSKEGON COUNTY WATER
RESOURCES WITH CONTROLLED RATE DISCHARGE TO THE MUNICIPAL STORM SYSTEM.
5. PARKING AND DRIVE AREAS SHALL BE PAVED WITH BITUMINOUS AND CONCRETE PAVEMENT.
2" TREE
PARKING: ONE (1) SPACE FOR EACH SIX (6) SEATS.
1:10 SLOPE
NUMBER OF SEATS = 500
PROPOSED SCREENING FENCE
(500/6) = 84 PARKING SPACES
(STYLE TO MATCH EXISTING
TOTAL = 84 SPACES
CHAIN LINK FENCE)
PROVIDED: TOTAL = 95 SPACES, INCLUDING FIVE (5) BARRIER FREE SPACE.
PROPOSED OUTDOOR CLASSROOM
SEE X-SECTION ON SHEET C2.0 6. PROPOSED SITE LIGHTING SHALL CONSIST OF POLE-MOUNTED FIXTURES, DIRECTED TO INHIBIT LIGHTING
BEYOND PROPERTY LIMITS, MEETING THE REQUIREMENTS OF APPLICABLE SECTIONS OF THE CITY OF
MADISON ST
MUSKEGON ZONING ORDINANCE.
JUNGLE-GYM
CONC
WOODCHIPS
CP-4
(ASPH)
7. LANDSCAPING AND SCREENING SHALL MEET THE INTENT OF THE CITY OF MUSKEGON ZONING ORDINANCE.
C4.0 STORMWATER (MATCH EXISTING PUBLIC
629.67 628.34
631.00 DETENTION BASIN CURB/GUTTER AND PAVEMENT SECTION) 8. ALL PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO THE STANDARDS SET FORTH IN THE CURRENT
NORTON SHORES, MICHIGAN 49441
628.34
EDITION OF THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
800 E. ELLIS ROAD, SUITE 508
BBALL HOOP
CONCEPT DESIGN STUDIO
(TYP)
628.34 McLAUGHLIN AVE
628.34
1:4 SLOPE
628.19
BALL
CONC PIT
231-799-4838
629.67
GUY OH GUY
BRICK 631.00 POLE LINE
JUNGLE-GYM
BUILDING
WOODCHIPS
RETAINING WALL
FF
=6
33
COVERED
(STYLE BY OWNER)
.8
CONC
2
1" TULIP PROPOSED SCREENING FENCE
CONC
(STYLE TO MATCH EXISTING
CP-4 CHAIN LINK FENCE)
C4.0
PROPOSED ACCESS GATE
MONITOR
WELLS TEETHER-BALL
PROPOSED
POST 17 MAINTENANCE GATE
PROPOSED POLE-MOUNTED
LIGHT FIXTURE (TYP.) CP-6
24'
CONC
5'
8' C4.0
R1
5'
R1
5'
CP-6
R1
C4.0
4" WAT
FF=634.11
SHED
FRM
CP-6 CP-6
JUNGLE-GYM
CP-4 C4.0
WOODCHIPS C4.0 6" SAN LAT C4.0
6" WAT 6" SAN LAT
CHAIN FENCE
PROPOSED
SWING SET AT HYDRANT 6" WAT
WOODCHIPS W 24'
6"
16" MAPLE 20' 20' 24' 20' 20' 24' 20'
CP-4 20' 24'
OH GUY
C4.0
9'
PROPOSED ACCESS GATE LINE
5' GUY
POLE (MATCH EXISTING PUBLIC
10'
10'
CURB/GUTTER AND PAVEMENT SECTION)
10'
155.5' 20'
6'
10'
FDC
FF
=6
HS-G
33
8'
.7
8
BRICK 1-STORY, WHEEL STOP (TYP.) C4.0 CP-6
CP-6
5'
BUILDING
GYMNASIUM C4.0
C4.0
ADDITION 16'
8'
14,800 SFT
93.5'
16'
CG-F4
13 13 C4.0
FF
8'
13 13
=6
PROPOSED FEATURES LEGEND
33
HS-G 13 13 CG-M
.7
4
8'
C4.0 C4.0
DOWN
0'
8'
8'
R2
R1
SPOUT
STONES
MUSKEGON COUNTY, MICHIGAN
R1
5'
5'
NEW LIGHT DUTY
R1
NEW HMA PAVEMENT
5'
CP-4
5'
CONCRETE SIDEWALK AREA AREA
8'
C4.0
30'
CP-6
C4.0
CP-6
SITE LAYOUT PLAN
GYMNASIUM ADDITION
C4.0
1220 EASTGATE STREET
NEW HEAVY DUTY 6"
'0
PROPOSED MAINTENANCE GATE
R3
METAL FENCE
CONCRETE PAVEMENT AREA
CITY OF MUSKEGON
RELOCATED
FLAG POLE CG-F4 CALVIN AVE
C4.0
SHIPPING
CONTAINER PROPOSED POLE-MOUNTED
GRAVEL
LIGHT FIXTURE (TYP.)
18" SPRUCE
METAL FENCE
18" SPRUCE
PARCEL #61-24-128-100-0008-1 NORTH
0
SOLAR
PANELS
1" SPRUCE
ASPH.
1" SPRUCE
T
NO
METAL FENCE
-
DECK
I NARY CTION
LIM STRU
2" TREE
FRM
SHED
P R E N
CO
FF=632.16
FO R
1" CEDAR 1" SPRUCE
E O F MI CHIG
2" PINE
AT BRUCE
AN
ST
DIFFUSER
UNIT A
CALLEN
E ER
LI C E N S
(2) 8" PLA
4X4 WOOD
VENT PIPES License No.
POST
GI N
6201047392
SCALE
EN
ED
PR
WOOD
CHIPS
-
R
O F E S S I O NA L DRAWING PLOT SCALE
CHICK
EN
COOP
HANDHOLE
CONC
GREE
N HOU METAL For protection of underground utilities, the CONTRACTOR shall dial 1-800-482-7171 OR 811 a minimum of PROJECT
DIFFUSER
SE
DECK
BLK B
FF=63 D
L
2.04
FENCE
Know what's below. three working days, excluding Saturdays, Sundays and holidays, prior to excavation in the vicinity of utility lines.
UNIT FRM
SHED
Call before you dig. All "MISS DIG" participating members will thus be routinely notified. This does not relieve the CONTRACTOR
of the responsibility of notifying the utility owners who may not be part of the "MISS DIG" alert system.
WOOD
CHIPS
-
DATE OF PLAN: 05-26-26 C1.0
FENCE
METAL
Page 40 of 45
BOARD FENCE
www.callenengineering.com
BOARD FENCE CHAIN FENCE
STORM STRUCTURE SCHEDULE
Callen Engineering, Inc.
BOARD FENCE
20' WIDE CHAIN FENCE
OH GUY SESC NOTES
CHAIN FENCE (THIS SHEET)
108 East Savidge Street
ALLEY
Spring Lake, MI 49456
LINE
GUY
GUARD
POLE TOTAL DISTURBED AREA: 145,551 SFT (3.34 ACRES)
RAIL
MH #1 5' DIA, CONTROL RATE OUTLET) RIM = 632.00 FT
628
CONC
(COVER: EJIW 1045 SERIES W/ SOLID COVER OR A.E.)
ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON THE SITE PLAN MAY BE
12" INV (W) = 623.70 FT (SOLID WALL HDPE @ 1.00%)
T.616.414.5260
CHAIN FENCE
NECESSARY AS SITE WORK PROGRESSES. PERMITTEE IS RESPONSIBLE FOR ALL MEASURES
627
CHAIN FENCE
12" INV (E) = 623.70 FT (SOLID WALL HDPE @ 1.00%)
SWING SET NECESSARY TO PREVENT OFFSITE SEDIMENTATION. TOP OF WALL = 627.00 FT
WOODCHIPS SEE OUTDOOR CLASSROOM GRADING
626
CONC
ENLARGEMENT ON THIS SHEET FOR 3.2" ORIFICE = 623.70 FT
631.00 DURING THE ENTIRE CONSTRUCTION PHASE OF THE PROPOSED PROJECT, THE
629.67 628.34 628.34 PROPOSED GRADES CONTRACTOR SHALL BE REQUIRED TO PROVIDE CLEAN-UP OPERATIONS ALONG AND ON THE
625
CB#1 (4' DIA) RIM = 630.40 FT
5 ROADWAY WHERE DIRT AND/OR DEBRIS HAS BEEN DEPOSITED DUE TO THE CONSTRUCTION (COVER: EJIW 1045 W/ M1 GRATE OR A.E.)
ACTIVITIES AND/OR RELATED WORK. AS A MINIMUM, CLEAN-UP WILL BE DONE ON A DAILY 18" INV (N) = 627.30 FT (HDPE STM @ 0.32%)
624
SEE OUTDOOR CLASSROOM BASIS; ADDITIONAL CLEAN-UP WILL BE PERFORMED AS DEEMED NECESSARY BY THE CITY 15" INV (S) = 628.12 FT (HDPE STM @ 0.24%)
X-SECTION 1 DETAIL ON THIS SHEET 15" INV (E) = 627.30 FT (HDPE STM @ 0.24%)
GEOTEXTILE SILT FENCE AND ALL CATCH BASIN PROTECTION MEASURES SHALL BE
PROPERLY PLACED AS SHOWN ON PLANS AND AS NEEDED TO RETAIN SOILS ONSITE. CB#2 (4' DIA) RIM = 632.40 FT
631 PERIODIC MAINTENANCE AND INSPECTION OF SESC MEASURES IS REQUIRED FOR PROPER (COVER: EJIW 1045 W/ M1 GRATE OR A.E.)
628.19
EFFECTIVENESS. 15" INV (N) = 628.33 FT (HDPE STM @ 0.24%)
628.34 PLACE: 630 12" INV (S) = 628.33 FT (HDPE STM @ 0.32%)
628.34
29 LFT. - 8" HDPE STM @ 0.50% 1 5 STABILIZE SITE AS SOON AS POSSIBLE. 4" INV (SW) = 628.43 FT (PVC STM @ 1.00%)
631.04 8" F.E.S. INV. (N) = 625.38' 629
629.67 1 CYDS 6-12" DIA RIP RAP 2 CONSTRUCTION IS ANTICIPATED TO BEGIN AUGUST 2026 WITH SUBSTANTIAL SITEWORK CB#3 (4' DIA) RIM = 632.42 FT
PLACE: (COVER: EJIW 1045 W/ M1 GRATE OR A.E.)
628 COMPLETION NO LATER THAN JUNE 2027.
80 LFT. - 12" HDPE STM @ 1.00% 12" INV (N) = 628.92 FT (HDPE STM @ 0.32%)
632
12" F.E.S. INV. (W) = 624.50'
1:10 SLOPE
10" INV (SW) = 629.02 FT (PVC STM @ 1.00%)
631
631
627
631.00 3 CYDS 6-12" DIA RIP RAP
JUNGLE-GYM STORM STRUCTURE NOTES
CB#4 (4' DIA) RIM = 631.25 FT
630
629
630
WOODCHIPS 626
PLACE: (COVER: EJIW 1045 W/ M1 GRATE OR A.E.)
STORM SEWER LENGTHS PROVIDED ARE MEASURED FROM
629
15" INV (W) = 627.76 FT (HDPE STM @ 0.24%)
629
58 LFT. - 12" HDPE STM @ 1.00% CENTER OF STRUCTURE. RIM ELEVATIONS ARE MEASURED
625 12" INV (S) = 627.76 FT (HDPE STM @ 0.32%)
630
(CONNECT TO EX. STM MH (INV. (E) = 623.12') AT EDGE OF METAL.
628
628
624
NORTON SHORES, MICHIGAN 49441
CB#5 (4' DIA) RIM = 631.75 FT
MADISON ST
627
STORM SEWER SHALL BE WATER-TIGHT, SOLID-WALL HDPE
627
JUNGLE-GYM (COVER: EJIW 1045 W/ M1 GRATE OR A.E.)
800 E. ELLIS ROAD, SUITE 508
CONC
WOODCHIPS OR APPROVED EQUAL, UNLESS INDICATED ON THE PLANS. 12" INV (N) = 628.04 FT (HDPE STM @ 0.32%)
626
(ASPH)
CONCEPT DESIGN STUDIO
626
12" INV (S) = 628.04 FT (HDPE STM @ 0.32%)
OUTDOOR CLASSROOM GRADING
625
MANHOLES AND CATCH BASINS SHALL BE IN ACCORDANCE
625
ENLARGEMENT WITH MDOT STANDARD SPECIFICATIONS. CATCH BASINS CB#6 (4' DIA) RIM = 631.42 FT
624
624
SHALL INCLUDE 2-FT SUMP. (COVER:EJIW 1045 W/ M1 GRATE OR A.E.)
12" INV (N) = 628.33 FT (HDPE STM @ 0.32%)
231-799-4838
BBALL HOOP 624 STMH#5
625 RIM=632.35
(TYP)
INV. N = 620.89 18" CONC McLAUGHLIN AVE ALL EXISTING CATCH BASINS TO REMAIN SHALL BE CLEANED
YD #1 626 INV. S = 620.89 18" CONC
627 INV. E = 624.99 12" CONC AND INSPECTED TO VERIFY OPERABILITY. YD#1 (2' DIA) RIM = 628.19 FT
628 (COVER:EJIW 1045 W/ M1 GRATE OR A.E.)
1:4 SLOPE
BALL 629 CONNECTIONS TO MANHOLES SHALL BE MADE WITH A 8" INV (NE) = 625.52 FT (HDPE STM @ 0.50%)
CONC PIT 630 MH #1 RESILIENT CONNECTOR FOR PIPE DIAMETERS 24 INCHES OR
1 631
GUY OH GUY
LESS.
BRICK
632
POLE LINE
JUNGLE-GYM
BUILDING
629
WOODCHIPS
2 MANHOLE RIM ELEVATIONS SHALL BE SET 1/4" BELOW PLAN
FF
=6
5 GRADE.
33
COVERED
.
630
82
CONC
PLACE: 3
CATCH BASIN RIM ELEVATIONS SHALL BE SET 1 16 " BELOW
95 LFT. - 18" HDPE STM @ 0.32% PLACE: PLAN GRADE.
18" F.E.S. INV. (N) = 627.00' 192 LFT. - 15" HDPE STM @ 0.24%
3 CYDS 6-12" DIA RIP RAP
CONC ALL CURB DIMENSIONS ARE MEASURED FROM EDGE OF
630.75 METAL.
630.75 632.25
630.43 H.P.
THE CONTRACTOR SHALL EXPOSE AND VERIFY LOCATION
630.87
631.50 AND DEPTH OF EXISTING UNDERGROUND UTILITIES PRIOR
PLACE: TO CONSTRUCTION. CONFLICTS IN GRADES SHALL BE
MONITOR
WELLS TEETHER-BALL 87 LFT. - 15" HDPE STM @ 0.24% 630.40 REPORTED TO ENGINEER AND ADJUSTMENTS SHALL BE
POST CB #1 7
631.04 632.25
MADE AT NO ADDITIONAL COST TO OWNER.
PLACE: 632.16
CONC
CB #4 EROSION CONTROL MEASURES
74 LFT. - 6" STM @ 1.00% MIN. 7 631.35 631.69
1 632.40 631.60
(CONNECT TO 4" ROOFDRAIN) 63 631.25
631.66
FF=634.11
631
PLACE: When bare soil is exposed, temporarily or permanently, to erosive forces from wind and or
SHED
FRM
1 87 LFT. - 12" HDPE STM @ 0.32% water on flat areas, mild slopes, grassed waterways and spillways, diversion ditches and
JUNGLE-GYM
WOODCHIPS
631.05
632.05
dikes, borrow and stockpile areas, and spoil piles.
2 631.17 632.03 632.43 632.18 632.11
631.84
631.53 On flat areas, slopes, grassed waterways and spillways, diversion ditches and
631.87 631.58 dikes, borrow and stockpile areas, and spoil piles when areas are subject to
CHAIN FENCE
2
raindrop impact, and erosive forces from wind or water.
63 632
SWING SET When bare soil or recently vegetated slopes are exposed to
WOODCHIPS
633.54 632.50 erosive forces from wind and/or water.
632
-Consultants\FSE\MCS1BSE.dwg
g
632.55 OH GUY As a temporary measure used to capture sediment from sheet
633 633.00
U:\Projects\1653-25
Xref U:\Projects
Xref
MCS - Gymnasium Addition\6 Consultants\FSE\MCS1BSE.dw
\1653-25 MCS - Gymnasium Addition\6-
632 LINE
632.85 flow. May also divert small volumes of sheet flow to protected
GUY
633.00 POLE outlets.
633.00 CB #2 631.98 Around the entrance to a catch basin or an inlet that will capture
7 CB #5
runoff from an earth change activity.
633.22 631.75
1 633.13 632.40 H.P.
63
633.13 63 At locations where construction equipment will enter and exit the
2
3 7 PLACE:
632.68 PLACE: drain easement and tracking of soil is anticipated.
FF
633.00 2 90 LFT. - 12" HDPE STM @ 0.32%
=6
33
90 LFT. - 12" HDPE STM @ 0.32%
.7
5
8
BRICK *SESC MEASURES SHALL COMPLY WITH MICHIGAN ASSOCIATION OF COUNTY DRAIN COMMISSIONERS SESC MANUAL SPECIFICATIONS
BUILDING
BUILDING
633
631.40
FFE = 633.78' 633.78 632.25
GRADING, DRAINAGE, AND SESC PLAN
633.67
633.58
PLACE:
633.13 632.76
81 LFT. - 10" STM @ 1.00% MIN. 632.43
MUSKEGON COUNTY, MICHIGAN
633.78 633.13 632.77 632.45
(CONNECT TO 8" ROOF DRAIN) 632.77 632.45 2' WIDE 16" DEEP SEATING
FF
=6
DESIGN AND MATERIAL PER OWNER
33
SQCB#2
632.38 631.89
.7
RIM=631.18 2' WIDE 2.83' DEEP
4
632.29 INV. SSE = 627.10 10" CONC RETENTION WALL AROUND
ELEV = 631.00' N&E PERIMETER
DOWN 633.00
SPOUT 633.00 632.40 SQCB#3
7
GYMNASIUM ADDITION
STONES
632.77 RIM=631.14 ELEV = 629.67'
1220 EASTGATE STREET
632.50 INV. SSW = 627.19 10" CONC
632.63 632.40 4" CONC. CIRCLE FFE
632
632.63 CB #6 631.48
CITY OF MUSKEGON
632.76 632.51 = 628.34' ELEV = 628.34'
632.62
632.51 631.77
633.00 CB #3
632.12
28 7 1.00% SLOPE TO
CENTER DRAIN
633.00 REPLACE EX. CASTING WITH AN EJIW 5100
632.42 STORMWATER
632 Z MDOT TYPE D W/ M1 GRATE OR A.E.
632 7 631.48
BASIN
METAL6FENC
33 E
631.42 7 BOT. ELEV. =
624
5 632.42 632.42 632.82
H.P.
631.50 5 CALVIN AVE
8" STM
SHIPPING
HAZARD
CONTAINER
GRAVEL
UNDERGROUND 5 2' WIDE 16" DEEP STAIR
ELECTRIC IN THE AREA!
METAL FENCE
DESIGN AND MATERIAL PER OWNER
STMH#4
RIM=631.43
INV. N = 621.89 18" CONC
PARCEL #61-24-128-100-0008-1
0 631.36 INV. S = 621.89 18" CONC
INV. NNW = 626.73 10" CONC
SOLAR
PANELS INV. NNE = 626.73 10" CONC
INV. E = 623.81 12" CONC
ASPH.
OUTDOOR CLASSROOM
X-SECTION 1
NORTH E O F MI C HIG
AT BRUCE
AN
ST
R
A
CALLEN
EER
LI C E N S
License No.
GI N
6201047392
BENCH MARKS: XXX.XX
below. SCALE
EN
ED
Know what's PR
O F E S S I O NA L DRAWING PLOT SCALE
BM 1 (SE QUAD OF WINTERS & EVANSTON) S
FLANGE OF HYDRANT UNDER "5" IN "150"
SUBSURFACE CONDITIONS
Call before you dig.
Elevation: 634.12 ft. (NAVD 88) T
- NO For protection of underground utilities, the CONTRACTOR shall dial 1-800-482-7171 OR 811 a minimum of
ARY CTION
PROJECT
Contractor(s) shall familiarize themselves with the information and three working days, excluding Saturdays, Sundays and holidays, prior to excavation in the vicinity of utility lines.
I N
BM 2 (SE QUAD OF MCLAUGHLIN & MADISON) SW findings presented in the Geotechnical Evaluation Report prepared LIM TRU All "MISS DIG" participating members will thus be routinely notified. This does not relieve the CONTRACTOR
FLANGE OF HYDRANT UNDER "1" IN "1943" by Soils & Structures dated April 23, 2026. PRE CONS of the responsibility of notifying the utility owners who may not be part of the "MISS DIG" alert system.
Elevation: 634.12 ft. (NAVD 88) Soils & Structures Project No. 26MKG-4MW
FOR DATE OF PLAN: 05-26-26 C2.0
Page 41 of 45
RAIL POLE
CONC
www.callenengineering.com
CHAIN FENCE
Callen Engineering, Inc.
CHAIN FENCE
SWING SET
SANITARY SEWER NOTES
108 East Savidge Street
Spring Lake, MI 49456
WOODCHIPS
CONC
1. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
T.616.414.5260
2. MAINTAIN MINIMUM 18 INCHES OF VERTICAL SEPARATION AND 10'
HORIZONTAL SEPARATION BETWEEN ALL WATERMAIN AND SEWER.
3. ALL INSTALLATION OF AND MATERIALS FOR SANITARY SEWER,
LATERALS,AND CONNECTION THE EXISTING SANITARY SEWER SHALL
BE IN ACCORDANCE WITH THE CITY OF MUSKEGON SPECIFICATIONS.
4. A PRE-CONSTRUCTION MEETING WITH THE CITY OF MUSKEGON IS
REQUIRED BEFORE WATERMAIN OR SANITARY SEWER CONSTRUCTION
ACTIVITIES MAY BEGIN.
WATERMAIN NOTES
1. TOP OF PIPE SHALL BE A MINIMUM OF 5'-0" BELOW THE FINISH GROUND SURFACE.
2. ALL PIPE TO HAVE NECESSARY JOINT RESTRAINTS PER SPECIFICATIONS.
3. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING WATERMAIN PRIOR TO
MADISON ST
JUNGLE-GYM
CONC
CONSTRUCTION.
WOODCHIPS
(ASPH)
STORMWATER 4. MAINTAIN 18 INCHES OF VERTICAL CLEARANCE AND 10 FEET OF HORIZONTAL CLEARANCE BETWEEN
DETENTION BASIN WATERMAIN AND SEWERS.
NORTON SHORES, MICHIGAN 49441
5. HYDRANT TYPE SHALL BE CITY OF MUSKEGON STANDARD AND HAVE STORZ PUMPER CONNECTION.
800 E. ELLIS ROAD, SUITE 508
BBALL HOOP HYDRANTS SHALL HAVE 6'-0" BURY.
PLACE: (TYP)
McLAUGHLIN AVE
CONCEPT DESIGN STUDIO
1 EA. - 6"x6"x4" TEE 12" STM
6. PIPE MATERIAL SHALL BE DUCTILE IRON CLASS 52. ALL INSTALLATION OF AND MATERIALS FOR
130 LFT. - 6" D.I.W.M., CL 52
12" STM WATERMAIN, WATER SERVICES, AND CONNECTION THE EXISTING WATERMAIN, SHALL BE IN
BALL
CONC PIT ACCORDANCE WITH THE CITY OF MUSKEGON WATERMAIN SPECIFICATIONS.
231-799-4838
GUY OH GUY 7. WATERMAIN TAPS SHALL BE COORDINATED WITH THE CITY OF MUSKEGON.
BRICK POLE LINE
18" STM
JUNGLE-GYM
BUILDING
WOODCHIPS
8. FDC SHALL BE A 5" STORZ ON A 30° ANGLE AND HAVE A LOCKING FDC CAP FROM THE KNOX BOX.
FF
PLACE:
=6
33
COVERED
1 EA. - 4" SLEEVE FDC SIGN SHALL BE A RED / WHITE CONTRASTING SIGN W/ 12" LETTERS IN ACCORDANCE WITH LATEST
.8
CONC
2
2 EA. - 45° 4" BEND ADDITION OF IFC. FDC SIGN SHALL STATE WHAT AREA OF THE BUILDING IS COVERED BY EACH FDC.
50 LFT. - 4" D.I.W.M., CL 52
(CONNECT TO EX. WATER SERVICE. CONFIRM
CONC
LOCATION AND SIZE OF WATER SERVICE
PRIOR TO CONSTRUCTION) PLACE:
1 EA. - 6"x6"x6" TEE
20 LFT. - 6" D.I.W.M., CL-52
1 EA. - 6" VALVE AND BOX
MONITOR
WELLS TEETHER-BALL 1 EA. - 5" HYDRANT ASSEMBLY
POST 17
PLACE:
CONC
15" STM
402 LFT. - 6" SANITARY LATERAL SDR-26 @ 1.00% MIN.
5 EA. - SANITARY CLEANOUTS (MAX 100 FT SPACING)
15" STM
(CONNECT TO EX. 10" SANITARY N/S 617.72'±)
FF=634.11
(CONFIRM INVERTS AND LOCATION PRIOR TO CONSTRUCTION)
SHED
12" STM
FRM
JUNGLE-GYM
WOODCHIPS
CHAIN FENCE
FDC GYMNASIUM
SWING SET
WOODCHIPS (SEE WATERMAIN NOTES
FOR DETAILS) CLEANOUT
(TYP)
OH GUY
LINE
PROPOSED METER PIT GUY
HYDRANT POLE
FF
PLACE:
=6
33
65 LFT. - 6" D.I.W.M., CL 52
.7
8
BRICK PLACE:
BUILDING 2 EA. - 45° 6" BEND
1 EA. - 6"x6"x6" CUT-IN-TEE
12" STM
1 EA. - 6" VALVE AND BOX
12" STM
1 EA. - WATER SERVICE METER PIT (CITY OF MUSKEGON STANDARDS)
310 LFT. - 6" D.I.W.M., CL 52
(CONNECT TO EXISTING 6" WATERMAIN. CONTRACTOR TO VERIFY
LOCATION OF EX. WATERMAIN)
13 13
FF
13 13
=6
33
13 13
.7
4
DOWN
SPOUT
STONES
MUSKEGON COUNTY, MICHIGAN
GYMNASIUM ADDITION
1220 EASTGATE STREET
METAL FENCE
CITY OF MUSKEGON
UTILITY PLAN
CALVIN AVE
SHIPPING
CONTAINER
GRAVEL
METAL FENCE
BENCH MARKS:
PARCEL #61-24-128-100-0008-1
0 BM 1 (SE QUAD OF WINTERS & EVANSTON) S
SOLAR
PANELS FLANGE OF HYDRANT UNDER "5" IN "150"
ASPH. Elevation: 634.12 ft. (NAVD 88)
BM 2 (SE QUAD OF MCLAUGHLIN & MADISON) SW
METAL FENCE
FLANGE OF HYDRANT UNDER "1" IN "1943"
T
DECK
Elevation: 634.12 ft. (NAVD 88) - NO
ARY CTION
FRM
NORTH
SHED
I N
LIM TRU
FF=632.16
PRE CONS
FOR
E O F MI C H I G
DIFFUSER AT BRUCE
AN
ST
UNIT
A
(2) 8" PLA
CALLEN
LIC EN
EER
4X4 WOOD
VENT PIPES
POST
License No.
G IN
6201047392
SE
SCALE
EN
WOOD
PR
D
O F E S S IO NAL
-
CHIPS R
DRAWING PLOT SCALE
CHICK
EN
COOP
HANDHOLE
CONC
GREE
N HOU METAL
SE BLK B
FF=63 D
L FENCE For protection of underground utilities, the CONTRACTOR shall dial 1-800-482-7171 OR 811 a minimum of PROJECT
DECK
DIFFUSER
UNIT
2.04
FRM Know what's below. three working days, excluding Saturdays, Sundays and holidays, prior to excavation in the vicinity of utility lines.
All "MISS DIG" participating members will thus be routinely notified. This does not relieve the CONTRACTOR
Call
SHED
before you dig. of the responsibility of notifying the utility owners who may not be part of the "MISS DIG" alert system.
C3.0
WOOD
-
CHIPS
FENCE
DATE OF PLAN: 06-22-26
METAL
Page 42 of 45
www.callenengineering.com
Callen Engineering, Inc.
108 East Savidge Street
Spring Lake, MI 49456
CATCH BASIN INLET
ALIGN DRIVEWAY RETURN TO FIT OPENING IN CURB & GUTTER COVER AS SHOWN ON FOUR CADMIUM PLATED
PLANS 5/8" DIA THREADED STUDS
ROUNDED CORNERS
W/ WASHERS & GASKETS-
T.616.414.5260
18"x12" ALUMINUM SIGN FINISHED GRADE ANCHOR TO CONE
W/ WHITE FACE AND BLUE
LETTERS ONLY - SEE
PLAN FOR LOCATION PRECAST FLAT TOP WHERE REQUIRED
5"-16" GRADE RINGS BY GRADE AND DEPTH OF STRUCTURE
6"x12" ALUMINUM SIGN W/
RADIUS AS SPECIFIED ON PLANS OR
WHITE FACE & BLUE
AS DIRECTED BY THE ENGINEER
CONCENTRIC CONE
VARIABLE PRECAST
LETTERS AT VAN
CONCENTRIC
45°
(FLAT TOP LID
ACCEPTABLE)
*1'-6" (TYP.) ACCESSIBLE SPACE ONLY
3'-0"
6'-8"
- SEE PLAN
BACK OF CURB
FLOW LINE
2" SQUARE ALUMINUM TUBING
W/ COAT PRIMER AND 2 COATS
PLANE OF WEAKNESS JOINT BLACK MATTE FINISH
(BOTH SIDES)
VARIES
2'-0"
12" DIA. CONCRETE
1" EXPANSION JOINT (TYP.) GUTTER PAN
FOUNDATION
CONCRETE RADIAL UNITS
* TO FRONT EDGE OF GUTTER PAN PRECAST CONCRETE 2'-0" MIN.
CONCRETE DRIVEWAY OPENING, DETAIL M (TYP.) CG-M SECTIONS
STORM SEWER PIPE
6"
NO SCALE (SEE PLAN FOR TYPE AND SIZE)
6"
BARRIER - FREE SIGN HS-G
4" CONCRETE GRADE 35P,
4-8% AIR ENTRAINED. NO SCALE
INTEGRAL WALK/CURB
(LIGHT BROOM FINISH)
NORTON SHORES, MICHIGAN 49441
MIN. SUMP
INVERT GUTTER PAN
WHERE REQUIRED
2'-0"
800 E. ELLIS ROAD, SUITE 508
EXPANSION COMPACTED SAND
CONCEPT DESIGN STUDIO
JOINT 5 1/2"
2.0" HMA MIX 4EML (WEARING COURSE)
VARIES VARIES UNDISTURBED
2.0" HMA MIX 4EML (LEVELING COURSE) 6"
GROUND
6" CONCRETE, MDOT
231-799-4838
4"
6"
2"
S2 W/ 4"X4" W2.5xW2.5
2"
8" AGGREGATE BASE, MDOT 21AA 3" MIN.
1/4"/FT VARIES
R
WIRE MESH IF BASE IS PRECAST SET
R
1'-2"
1 3/8" 12" SAND SUBBASE, MDOT CLASS II ON MIN 4" OF PEA GRAVEL
6" AGGREGATE BASE, MDOT 22A IN IMPERVIOUS SOILS OR
9"
WHERE LEACH BASIN IS CALLED OUT,
4" SAND BASE
12"
PROVIDE 24" Ø SUMP OPENING IN BASE. WET CONDITIONS
(C.I.P.) EX. SUBGRADE (VERIFY ABSENCE FILL WITH 6A STONE
6" 12" SAND SUBBASE, MDOT CLASS II OF UNSUITABLE MATERIALS.
2-#4 BARS, CONT. 24"
6" REMOVE PER DIRECTION OF
OWNERS REPRESENTATIVE CATCH BASIN DETAIL
EX. SUBGRADE (VERIFY ABSENCE
NO SCALE
OF UNSUITABLE MATERIALS.
REMOVE PER DIRECTION OF CONCRETE CURB & GUTTER CG-F4
OWNERS REPRESENTATIVE DETAIL F4, MODIFIED NOTE: CONTRACTOR(S) SHALL FAMILIARIZE MANHOLE COVER AS
NO SCALE
THEMSELVES WITH THE INFORMATION AND FINDINGS SHOWN IN STRUCTURE
PRESENTED IN THE GEOTECHNICAL EVALUATION SCHEDULE
REPORT PREPARED BY SOILS & STRUCTURES RIM ELEV.
NOTE: 1) PROVIDE 3/8" EXPANSION JOINT DATED APRIL 26, 2026
WHERE WALK MEETS BUILDING 63X.XX'
SOILS & STRUCTURES PROJECT NO. 26MKG-4MW
2) PROVIDE CONTROL JOINTS AT 6' O/C
5" 5'-0" 5"
HMA PAVEMENT SECTION HMA SOLID CONCRETE
CONCRETE SIDEWALK W/ FLUSH 6" CONC. PAVE. SW-2 NO SCALE SEPARATION WALL
TOP OF WALL OVERFLOW ELEV.
627.00'
NO SCALE
TRASH RACK W/
12" INLET PIPING
LIFTABLE SCREEN
1" DEEP TOOLED JOINT ELEVATION= 623.70'
NOTES: 12" OUTLET PIPING
ELEVATION= 623.70'
1. INSTALLATION INCLUDES REMOVAL OF STAKES ONE
YEAR AFTER INSTALLATION
CORE 6" HOLE THROUGH WALL
AND INSTALL 6" PVC W/ END
4" CONCRETE SLAB 2. SHAPE SOIL SURFACE TO PROVIDE WATERING RING
CAP. DRILL END CAP TO MECHANICALLY COMPRESSED
U.N.O. SEE PLANS FOR
3. ADJUST TREE TIES TO ALLOW ROOM FOR GROWTH PROVIDE 3.2" DIA. ORIFICE FLEXIBLE JOINT RES-SEL OR
REINF. IF REQUIRED ALL STAKES, 3 PER TREE,
RESTRICTED DISCHARGE KOR-N-SEAL OR EQUAL
WALK CONTROL JOINT SW-CJ (2x2 HARDWOOD STAKES) DURING ESTABLISHMENT (ALLOW SLACK)
ELEVATION = 623.70'
NO SCALE SHALL BE PLACED EVENLY
AT INTERVALS OF 120° 4. TREE PIT DEPTH SHALL EQUAL ROOTBALL DEPTH
AROUND TREE (MEASURE BEFORE DIGGING TO AVOID OVER EXCAVATION) 3" MIN.
WONDER TIES OR APPROVED EQUAL
4" CONCRETE GRADE MDOT S2, 4-8%
GROUND STONE CUSHION
AIR ENTRAINED. (LIGHT BROOM FINISH)
UNDER PRECAST CONCRETE
1/2" RADIUS (TYP.)
1/4"/FT
REQUIRED EVERY
TREE WRAP MANHOLE MH #1 SECTION VIEW
50' MAXIMUM NO SCALE
SET TOP OF ROOT CROWN 2"
1/2" EXPANSION MATERIAL ABOVE FINISHED SOIL ELEVATION
3" (D) SHREDDED BARK MULCH.
4" SAND SUBBASE DO NOT COVER TREE GRAFT
3" TO 4" HIGH CIRCULAR
X-SECTIONS, NOTES, AND DETAILS
(C.I.P.)
WATER DAM AROUND FINISH GRADE
MUSKEGON COUNTY, MICHIGAN
THE TREE
EX. SUBGRADE 4" CONCRETE SLAB
U.N.O. SEE PLANS FOR
REINF. IF REQUIRED REMOVE ALL WIRE, STRING, AND
NURSERY WRAPS.
NOTE: 1) PROVIDE CONTROL JOINTS AT 5' O/C
GYMNASIUM ADDITION
1220 EASTGATE STREET
WALK EXPANSION JOINT SW-EJ BACKFILL MIXTURE TO BE (3) THREE
CITY OF MUSKEGON
CONCRETE SIDEWALK SECTION CP-4 NO SCALE
PARTS TOPSOIL, (1) ONE PART
SAND, AND (1) ONE PART PEAT PER
NO SCALE EACH YARD
24"
ROOTBALL
NORTH
2x BALL
6" CONCRETE, MDOT
S2 W/ 4"X4" W2.5xW2.5 MANHOLE MH #1 PLAN VIEW
WIRE MESH NO SCALE
REMOVE ALL WIRE AND BURLAP
6" AGGREGATE BASE, MDOT 22A FROM TOP OF ROOTBALL 21 GRAM "AGRIFORM" PLANTING TABLETS AS FOLLOWS:
2 TABLETS PER 1 GAL. PLANT
3 TABLETS PER 5 GAL. PLANT
12" SAND SUBBASE, MDOT CLASS II 3" SHREDDED BARK MULCH 4 TABLETS PER 15 GAL. PLANT
LARGER PLANTS (2) TWO TABLETS PER 1/2" DIAM. OF TRUNK CALIPER
EX. SUBGRADE (VERIFY ABSENCE AGRIFORM PLANT FOOD TABLETS
OF UNSUITABLE MATERIALS.
4" x 8" COMPACTED BACKFILL SAUCER
REMOVE PER DIRECTION OF
- OMIT SAUCER WHEN IN PLANT BEDS TYPICAL - TREE STAKING
OWNERS REPRESENTATIVE
FINISH GRADE T
NOTE: CONTRACTOR(S) SHALL FAMILIARIZE - NO
THEMSELVES WITH THE INFORMATION AND FINDINGS BACKFILL MIXTURE TO BE (3) THREE I N ARY CTION
PRESENTED IN THE GEOTECHNICAL EVALUATION PARTS TOPSOIL, (1) ONE PART E LIM
S T RU
REPORT PREPARED BY SOILS & STRUCTURES P R N E O F MI C HIG
DATED APRIL 26, 2026
SAND, AND (1) ONE PART PEAT PER
R CO AT
2'-0" MIN.
BRUCE
FO
AN
ST
EACH YARD
SOILS & STRUCTURES PROJECT NO. 26MKG-4MW A
CALLEN
10" DEEP MIN. COMPACTED
E ER
LI C E N S
BACKFILL MIXTURE License No.
6" CONCRETE PAVEMENT SECTION CP-6
GI N
6201047392
SCALE
EN
ED
NO SCALE PR
O F E S S I ONAL DRAWING PLOT SCALE
R
6" MIN.
For protection of underground utilities, the CONTRACTOR shall dial 1-800-482-7171 OR 811 a minimum of PROJECT
three working days, excluding Saturdays, Sundays and holidays, prior to excavation in the vicinity of utility lines.
SHRUB INSTALLATION All "MISS DIG" participating members will thus be routinely notified. This does not relieve the CONTRACTOR
Know what's below. of the responsibility of notifying the utility owners who may not be part of the "MISS DIG" alert system.
Call before you dig. DATE OF PLAN: 05-26-26 C4.0
Page 43 of 45
www.callenengineering.com
Callen Engineering, Inc.
LANDSCAPE NOTES
108 East Savidge Street
Spring Lake, MI 49456
1. ALL PLANTING BEDS SHALL RECEIVE 4" OF EVENLY SPREAD SHREDDED HARDWOOD BARK MULCH OVER 4" OF
TOPSOIL. MULCH BLANKET SHALL BE PLACED AT ALL LOCATIONS WITH SLOPES 1:3 OR STEEPER. NO MULCH SHALL BE
PLACED IN DETENTION / RETENTION BASIN BOTTOM AREA.
MADISON ST
T.616.414.5260
JUNGLE-GYM
CONC
WOODCHIPS
2. CONTRACTOR SHALL NOTIFY "MISS DIG" TO LOCATE ANY UNDERGROUND UTILITY LINES OR STRUCTURES PRIOR TO
(ASPH)
STARTING CONSTRUCTION.
629.67 628.34
631.00
628.34
3. CONTRACTOR SHALL PROVIDE SPECIFIED SHRUBS, GROUNDCOVERS AND OTHER PLANT MATERIALS THAT COMPLY
WITH ALL RECOMMENDATIONS AND REQUIREMENTS OF ANSI 280.1 "AMERICAN STANDARD FOR NURSERY STOCK".
BBALL HOOP
(TYP)
PLANT MATERIAL SHALL BE CERTIFIED TO BE HARDY TO MUSKEGON COUNTY, FREE OF DISEASE AND INSECTS AND BE
628.34 McLAUGHLIN AVE HEALTHY, VIGOROUS STOCK, GROWN WITH GOOD HORTICULTURAL PRACTICE AND INSTALLED IN ACCORDANCE WITH
628.34
SEE EXPANDED VIEW METHODS ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. ALL LANDSCAPING SHALL BE MAINTAINED
FOR DETAIL 628.19
IN A HEALTHY, NEAT AND ORDERLY STATE, FREE FROM REFUSE AND DEBRIS. ANY DEAD OR DISEASED PLANTS SHALL
BALL
CONC PIT BE REPLACED.
629.67
BRICK 631.00
GUY
POLE
OH GUY
LINE
4. ALL LANDSCAPE BEDS AND MULCH BORDERS ADJACENT TO LAWN AREAS SHALL HAVE A METAL EDGE UNLESS
JUNGLE-GYM
BUILDING
WOODCHIPS SPECIFIED OTHERWISE.
FF
=6
33
COVERED
3 CM
.8
5. SEED SHALL BE PLACED OVER 4" OF TOPSOIL IN ALL PROPOSED LAWN AREAS AND ALL AREAS DISTURBED BY
CONC
2
B&B CONSTRUCTION WITH SLOPES LESS THAN 1:3.
SEED MIXES SHALL BE AS FOLLOWS:
1" TULIP
CONC
10% TALL FESCUE
20% PERENNIAL RYE GRASS
1 CM 30% CREEPING RED FESCUE
B&B 40% KENTUCKY BLUEGRASS
@ 6 LBS PER 1000 SFT
MONITOR
2 ZS
WELLS TEETHER-BALL
1 CM
NORTON SHORES, MICHIGAN 49441
POST B&B SEED MIXES SHALL BE DROUGHT TOLERANT @ 6 LBS PER 1,000 SFT.
B&B
800 E. ELLIS ROAD, SUITE 508
CONC
2 CM 6. ALL PLANTINGS AND LANDSCAPE IMPROVEMENTS SHALL BE CONSISTENT WITH LOCAL ZONING REQUIREMENTS.
CM 1
CONCEPT DESIGN STUDIO
B&B CC 3
AC 3 B&B
B&B B&B
FF=634.11
SHED
FRM
231-799-4838
JUNGLE-GYM
WOODCHIPS AG 3 CR 3
B&B B&B
CHAIN FENCE
SWING SET 6 CB
16" MAPLE
WOODCHIPS
#3 Cont.
VT 3 5 PO
OH GUY
LINE #3 Cont. 5 gal
GUY
POLE
AC 3
CC 3 2 ZS B&B
B&B B&B 629.67 628.34
631.00
628.34
HH 5
PF 3 #3 Cont.
#5 Cont. CE 7
IG 3 #5 Cont. 9 PK
FF
=6
#5 Cont. CB 7 #2 Cont.
33.
78
BRICK
BUILDING
AB 1 3 AG #3 Cont. 628.34
B&B B&B 628.34
CE 5 HH 3 5 HH 628.19
#5 Cont. #3 Cont. #3 Cont.
CE 5
#5 Cont. CC 2
AB 1 CM 1 CM 2 B&B VT 1
FF
=6
B&B B&B B&B #3 Cont. 629.67
33.
74
IG 3 ZS 2 631.00
B&B JUNGLE-GYM
DOWN
#5 Cont. WOODCHIPS
STONES
SPOUT PF 3 1 CM
#5 Cont. B&B
9 PK
#2 Cont.
NOTE: 1 VT
#3 Cont.
PROPOSED FOUNDATION LANDSCAPING METAL FENCE
1" TULIP
5 IS
FOR GYMNASIUM BY OTHERS. #2 Cont.
NOT REQUIRED BY ZONING ORDINANCE. CALVIN AVE OUTDOOR CLASSROOM EXPANDED VIEW
SHIPPING
CONTAINER
GRAVEL
NOTE: NORTH
18" SPRUCE
NORTH
METAL FENCE
PROPOSED LANDSCAPING FOR OUTDOOR
CLASSROOM BY OTHERS.
PLANT SCHEDULE LANDSCAPE REQUIREMENTS
NOT REQUIRED BY ZONING ORDINANCE.
SYMBOL CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY Greenbelt Buffers
Required
TREES
· All required side and rear setbacks shall be landscaped, greenbelt buffers, unless zero-lot-line is employed for a structure or fire
MUSKEGON COUNTY, MICHIGAN
access. At least fifty percent of all required front setbacks shall be landscaped and adjacent to the road right-of-way. An average
minimum greenbelt of 10 feet shall be maintained along all street frontages. Greenbelt buffers shall be landscaped in grass, ground
cover, perennials, and/or other natural, living, landscape material.
· All required front setbacks shall be landscaped with a minimum of one (1) canopy or shade tree, two (2) understory or evergreen
GYMNASIUM ADDITION
trees and (2) shrubs, for each thirty (30) lineal feet (or major portion thereof) of frontage abutting the right-of-way. Access ways from
LANDSCAPE PLAN
1220 EASTGATE STREET
public rights-of-way through required landscape strips shall be permitted, but such access ways shall not be subtracted from the
CITY OF MUSKEGON
lineal dimension used to determine the minimum number of trees and shrubs required.
· Deciduous canopy trees shall be a minimum of twelve (12) feet in height and a minimum caliper of 2 inches at four and one-half (4 ½)
feet above the ground. Evergreen and understory trees shall be a minimum of six (6) feet high at planting.
· 200 lft. / 30 lft. = 7
· 7 ea. Canopy Trees, 14 ea. Understory Tees and 14 ea. Shrubs.
· Proposed
· 7 ea. Canopy Trees
· 14 ea. Understory Trees
· 14 ea. Shrubs
Parking lot Islands
Required
· Lot Landscaping: Parking lots exceeding 5,000 square feet (including all parking spaces, lanes, drives and other areas devoted to
vehicular use) shall be landscaped with at least one (1) landscape island. For each additional 5,000 square feet (or each additional
SYMBOL CODE BOTANICAL / COMMON NAME CONT HEIGHT QTY 20 spaces, whichever is greater) an additional landscape island shall be required. Landscape islands shall be at least 180 square
feet in size, with a minimum width of three (3) feet. Landscape islands shall be landscaped with one (1) shade canopy tree and three
SHRUBS (3) shrubs for every eight (8) parking spaces. Canopy trees shall be a minimum of twelve (12) feet in height with a minimum caliper of
2 inches at four and one-half (4 ½) feet above the ground.
· The Zoning Administrator may allow the substitution of bump-outs or other landscaping elements in lieu of landscape islands, as long
E O F MI C HI G
as the square footage, width, and landscaping requirements are still met. AT BRUCE
AN
ST
· 46,500 sft. / 5,000 sft. = 9 ea. islands A
®
· 86/8 = 11 CALLEN
EER
LI C E N S
· 11 ea. Trees and 33 ea. Shrubs License No.
GI N
6201047392
SCALE
T
EN
ED
PR
®
- NO R
O F E S S I O NA L DRAWING PLOT SCALE
Proposed
I NARY CTION
· 6 ea. Islands and 180 sft. ea. LIM TRU
· 11 ea. Trees PRE CONS For protection of underground utilities, the CONTRACTOR shall dial 1-800-482-7171 OR 811 a minimum of PROJECT
34 ea. Shrubs FOR Know what's below. three working days, excluding Saturdays, Sundays and holidays, prior to excavation in the vicinity of utility lines.
Call before you dig. All "MISS DIG" participating members will thus be routinely notified. This does not relieve the CONTRACTOR
of the responsibility of notifying the utility owners who may not be part of the "MISS DIG" alert system.
DATE OF PLAN: 05-26-26 L1.0
Page 44 of 45
Page 45 of 45
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