View the PDF version Google Docs PDF Viewer
CITY OF MUSKEGON
PLANNING COMMISSION MEETING
September 11, 2025 @ 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 of August 14, 2025.
Planning
☐ PUBLIC HEARINGS:
A. Case 2025-36: Request to amend the Planned Unit Development at 2400
Lakeshore Dr and 2850 Lakeshore Dr (Windward Pointe) to reduce the
number of residential lots and update the design criteria for housing
units. Planning
B. Case 2025-37: Request to amend the Planned Unit Development (PUD) at
3400/3460/6474 Wilcox Ave, 1875 Waterworks Rd and 1490 Edgewater St
(The Sand Docks) to modify parcel locations, modify parking layouts,
add a sidewalk connection to the boardwalk, eliminate two multi-family
buildings, and add seven single-family residential lots. Planning
☐ UNFINISHED BUSINESS:
☐ NEW BUSINESS:
☐ 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
Page 1 of 2
Page 1 of 90
To give comment on a live-streamed meeting the city will provide a call-in telephone
number to the public to be able to call and give comment. For a public meeting that is
not live-streamed, and which a citizen would like to watch and give comment, they
must contact the City Clerk’s Office with at least a two-business day notice. The
participant will then receive a zoom link which will allow them to watch live and give
comment. Contact information is below. For more details, please visit:
www.shorelinecity.com
The City of Muskegon will provide necessary reasonable auxiliary aids and services, such
as signers for the hearing impaired and audio tapes of printed materials being
considered at the meeting, to individuals with disabilities who want to attend the
meeting with twenty-four (24) hours’ notice to the City of Muskegon. Individuals with
disabilities requiring auxiliary aids or services should contact the City of Muskegon by
writing or by calling the following:
Ann Marie Meisch, MMC. City Clerk. 933 Terrace St. Muskegon, MI 49440. (231)724-6705.
clerk@shorelinecity.com
Page 2 of 2
Page 2 of 90
CITY OF MUSKEGON
PLANNING COMMISSION MEETING
August 14, 2025 @ 4:00 PM
MUSKEGON CITY COMMISSION CHAMBERS
933 TERRACE STREET, MUSKEGON, MI 49440
MINUTES
CALL TO ORDER
L. Willett-Leroi called the meeting to order at 4:00 p.m. and roll call was taken.
ROLL CALL
Members Present: L. Willett- Leroi, J. Seyferth, S. Gawron, D. Keener, B. Mazade, S.
Blake, and L. Simmons II.
Member(s) Absent: None
Member(s) Excused: K. Johnson and J. Montgomery-Keast
Staff Present: M. Franzak and S. Romine
Others Present: None
APPROVAL OF MINUTES
A motion to approve the Minutes of the regular Planning Commission meeting on
July 14, 2025, was made by J. Seyferth, supported by L. Simmons II, and
unanimously approved.
PUBLIC HEARINGS
A. Case 2025-32: Request for an amendment to the Planned Unit
Development (PUD) to install coolers, build a compactor enclosure,
relocate and expand the outside bar, and add a fenced-in smoking
area, at 3505 Marina View Point (Dockers). Planning
SUMMARY
The restaurant (formerly Dockers) is located within the Harbour Towne PUD. Any
changes to the footprint of the building require an amendment to the PUD.
The site plan includes the following changes to the PUD:
Page 1 of 9
Page 3 of 90
- An additional cooler/freezer area will be added near the NE corner of the
property.
- The outdoor tiki bar will be slightly increased in size (to 480 sf) and will also be
slightly realigned to fit within the property line.
- A fence will be installed and will be used for an outdoor smoking area for patrons.
- The existing dumpster and enclosure will be removed and be replaced with a
slightly larger trash compactor and enclosure (12' x 40').
Notice was sent to all properties within 300 feet. At the time of this writing, staff had
not received any comments from the public.
STAFF RECOMMENDATION
Staff recommends approval of the PUD amendment. None of the proposed
improvements appears to have any effect on neighboring properties.
PUBLIC COMMENT
David C., Harbour Towne resident - Has noise concerns and doesn't believe that the
restaurant is a good fit for that area.
Jim G., Harbour Towne resident - Supports the request and is looking forward to the
reopening.
Kat R., Pigeon Key Marina - Supports the request and is also looking forward to the
reopening.
CLOSE PUBLIC HEARING - MOTION
A motion to close the public hearing was made by B. Mazade, supported by S.
Gawron, and unanimously approved.
MOTION PASSES
MOTION
Motion by S. Gawron, seconded by B. Mazade, that the request to amend the
Planned Unit Development to install coolers, build a compactor enclosure, relocate
and expand the outside bar, and add a fenced-in smoking area, at 3505 Marina View
Point, be recommended to the City Commission for approval with the following
condition:
1. The screening around the compactor enclosure is at least 5 ft and is made of
wood or masonry.
ROLL VOTE: Ayes: L. Willett-Leroi, J. Seyferth, S. Gawron, D. Keener, B. Mazade, S. Blake, and
Page 2 of 9
Page 4 of 90
L. Simmons II.
Nays: None
MOTION PASSES
B. Case 2025-33: Staff-initiated request to rezone the following properties:
1181 Ransom St, 1200 Ransom St, 1176 Peck St, 1196 Peck St, 1208 Peck
St, 1222 Peck St, 1250 Peck St, 1259 Peck St, 1275 Peck St, 1299 Peck St,
1302 Peck St, 1309 Peck St, 1314 Peck St, 1319 Peck St, 1322 Peck St, 1334
Peck St, 1337 Peck St, 1342 Peck St, 1347 Peck St, 1365 Peck St, 1377
Peck St, 1391 Peck St, 1410 Peck St, 1415 Peck St, 1422 Peck St, 1435
Peck St, 1440 Peck St, 1443 Peck St, 1470 Peck St, 1502 Peck St, 1516
Peck St, 1532 Peck St, 1542 Peck St, 1562 Peck St, 1576 Peck St, 1586
Peck St, 1596 Peck St, 1604 Peck St, 1624 Peck St, 1625 Peck St, 1632
Peck St, 1633 Peck St, 1640 Peck St, 1643 Peck St, 1649 Peck St, 1652
Peck St, 1659 Peck St, 1660 Peck St, 1669 Peck St, 1670 Peck St, 1691
Peck St, 1705 Peck St, 1715 Peck St, 1725 Peck St, 1735 Peck St., 19 Irwin
Ave, 22 E. Southern Ave, 23 Strong Ave, 24 Morrall Ave, and 32 Iona Ave,
from RM-1, Low Density Multiple-Family Residential to Form Based Code,
Neighborhood Edge; 1765 Peck St, 1781 Peck St, Parcel # 61-24-205-465-
0006-10, and 1778 Sanford St, from B-4, General Business, to Form Based
Code, Neighborhood Core; 180 E. Laketon Ave and 1752 Peck St from B-
4, General Business and MC, Medical Care, to Form Based Code,
Neighborhood Edge; and 36 Catherine Ave, 1366 Peck St, 1378 Peck St,
1386 Peck St, 1394 Peck and 1469 Peck St from B-1, Limited Business, to
Form Based Code, Neighborhood Edge. Planning
SUMMARY
The RM-1 zoning designation poses many problems for existing
buildings/businesses along Peck St. The biggest issue with this zoning designation
is that nearly all the properties are considered legally non-conforming
(grandfathered) because they do not meet the area and bulk requirements. Nearly
every property falls short of the following requirements: minimum lot width of 100
feet, maximum building width of 50% (as a portion of lot width), and minimum lot
size of 10,890 sf. Many others do not meet the minimum side yard setback
requirements of 8, 10, or 12 feet (depending on the height of the building). These
non-conformities can cause issues such as limiting expansion efforts, refinancing
problems, and property sales problems. The FBC-NE designation is similar to the
RM-1 designation in that it allows many of the same uses, while also limiting
buildings to the same height, which is three stories. Staff are recommending that a
few of the parcels closer to Laketon Ave be rezoned to FBC-NC to allow for more
density closer to the Laketon Ave corridor. This designation allows for larger
buildings up to five stories and could encourage denser housing options along
public transit routes.
Page 3 of 9
Page 5 of 90
The B-1 zoning designation is very limiting to the existing businesses in the area.
The uses allowed are very limiting, only allowing smaller-type businesses that
serve the adjacent residential area. It also limits each use to a maximum of 2,500 sf.
Also, none of the businesses between Irwin and Isabella meet the required front
and side setback requirements. These buildings are built to the correct scale and
placement for walkability, even though it goes against the existing zoning
requirements. A rezoning to FBC-NE would bring these buildings into conformity
and allow for a greater variety of businesses.
Staff held a focus group with affected property owners in June about the potential
of a rezoning. There were about 15 participants at the meeting, all of whom agreed
that the rezoning effort would positively affect their situations.
Please see the enclosed maps that depict the current and proposed zoning of the
parcels along Peck St. The map is broken down into North Peck and South Peck to
make it easier to view.
Notice was sent to all properties within 300 feet of each parcel to be rezoned. At
the time of this writing, staff had not received any comments from the public.
STAFF RECOMMENDATION
I move the request to rezone the properties as listed be recommended to the City Commission
for approval.
PUBLIC COMMENT
A. Bloom, resident: Had questions about the new (proposed) zoning district and what it allows
for.
C. Jones, 1533 Clinton St.: Is concerned about the light commercial/industrial uses that are
allowed in the proposed zoning district and asked for clarification about what exactly would be
allowed.
M. Mastenbrook, 1649 Peck St: Has concerns about 5-story buildings being built and what
parking would look like.
CLOSE PUBLIC HEARING - MOTION
A motion to close the public hearing was made by J. Seyferth, supported by S. Gawron, and
unanimously approved.
MOTION PASSES
MOTION
Motion by J. Seyferth, seconded by D. Keener, that the request to rezone the properties as listed
be recommended to the City Commission for approval.
ROLL VOTE: Ayes: L. Willett-Leroi, J. Seyferth, S. Gawron, D. Keener, B. Mazade, S. Blake, and
L. Simmons II.
Page 4 of 9
Page 6 of 90
Nays: None
MOTION PASSES
C. Case 2025-34: Staff-initiated request to rezone 3172 Edgewater St, 3182
Edgewater St, 2976 Lakeshore Dr, 2984 Lakeshore Dr, 2986 Lakeshore Dr,
3002 Lakeshore Dr, 3084 Lakeshore Dr, 3088 Lakeshore Dr, and 3092
Lakeshore Dr, from Waterfront Marine (WM) to Form Based Code,
Lakeside Mixed Residential (FBC-LMR). Planning
SUMMARY
This request is intended to bring the houses in this area into conformity. The
properties are zoned Waterfront Marine (WM), but this zoning designation does not
allow for housing. However, it does allow for marinas. Staff were unsure of the
future plans of these property owners, so a focus group was held in June to
determine the best path forward in terms of zoning. At the meeting, staff learned
that some property owners intend to use their land only for housing, while others
would like to run a marina along with housing on the same site. Staff determined
that the best path forward would be to rezone the properties to a zoning
designation that allows for housing and marinas. The Form-Based Code, Lakeside
Mixed Residential district allows for housing (up to six units), and a recent zoning
amendment (second reading still needed on August 12) will now allow for marinas
(only on properties that have Muskegon Lake frontage).
There were two recent requests that helped staff realize there was an issue with the
current zoning. The property at 2984 Lakeshore Dr was recently forced to obtain a
variance to rebuild their house, since houses are not allowed in WM districts.
Although the variance was granted, they were still restricted in terms of where the
house could be placed, since the side setback requirements are a minimum of 10
feet for a two-story house. Also, the owner of 3092 Lakeshore Dr recently
demolished the house on the site with the intention of rebuilding another housing
structure. Without a rezoning, it is very likely that these issues will continue to
surface.
The future land use map in the master plans identifies this area as "Lakeshore,"
which is defined as mixed-use along the waterfront. This new zoning designation
would allow for housing, marinas, and other commercial uses.
Notice was sent to everyone within 300 feet of the affected properties. At the time
of this writing, staff had not received any comments from the public.
STAFF RECOMMENDATION
Staff recommends that the request to rezone the properties as listed be recommended to the
City Commission for approval.
Page 5 of 9
Page 7 of 90
PUBLIC COMMENT
S. Schiller, resident: Supports the request.
D. Ghezzi, resident: Has issues with the limit of 6-unit multiplexes that are allowed in the
proposed zoning district and would prefer that 8 units be allowed.
S. Vanderstelt, resident: Has the same concerns as the previous speaker.
Jeff, The Vikings: Supports the request, but does have issues with multiple units being built
because parking is an issue.
CLOSE PUBLIC HEARING - MOTION
A motion to close the public hearing was made by B. Mazade, supported by L. Simmons II, and
unanimously approved.
MOTION PASSES
MOTION
Motion by S. Gawron, seconded by L. Simmons II, that the request to rezone the properties as
listed be recommended to the City Commission for approval.
ROLL VOTE: Ayes: L. Willett-Leroi, J. Seyferth, S. Gawron, D. Keener, B. Mazade, S. Blake, and
L. Simmons II.
Nays: None
MOTION PASSES
D. Case 2025-35: Request for a special use permit to operate a drive-thru
for a restaurant at 431 E. Laketon Ave, by Luis Santillanes. Planning
SUMMARY
The property is zoned B-2, Convenience & Comparison Business. Drive-thru
restaurants are allowed with the issuance of a special use permit. There are two
requirements that must be met in order to receive the special use permit:
1. A setback of at least 60 feet shall be provided from the street right-of-way line of
any existing or proposed major thoroughfare.
2. Ingress and egress points shall be located at least 60 feet from the intersection of
any two streets.
This request meets both of these requirements. It is not located on a major
thoroughfare, and both points of ingress/egress are located over 100 feet away
from the intersection.
Traffic for the drive-thru will enter the property off of Manz St, then turn right to
enter the drive-thru, then exit onto Laketon Ave. Using this approach to traffic flow
will provide the safest route for customers to enter and exit the premises by
providing enough stacking spaces for cars waiting in line for the drive-thru. The
Page 6 of 9
Page 8 of 90
location of the drive-thru window will cause the driver to have to make the
transaction out of the passenger-side window. However, this is not unprecedented,
as other drive-thrus (Checkers on Laketon) also use this approach.
Notice was sent to all properties within 300 feet. At the time of this writing, staff had
not received any comments from the public.
Planning Exercise
Prior to authorization of any Special Land Use, the Planning Commission shall give
due regard to the nature of all adjacent uses and structures. It shall determine the
consistency with the adjacent use and development. In addition, the Planning
Commission shall find that the proposed use or activity would not be offensive or a
nuisance, by reason of increased traffic, noise, vibration, or light. Further, the
Planning Commission shall find that adequate water and sewer infrastructure exists
or will be constructed to service the Special Land Use or activity.
Staff will answer the following questions and ask the Planning Commissioners if
they disagree with each statement at the meeting (Staff answers in italics).
Would the proposed expansion be considered offensive, or a nuisance, because of
any of the following:
1. Increased traffic - No
2. Increased noise - No
3. Increased vibration - No
4. Increased light - No
Does adequate water and sewer infrastructure exist, or will it be constructed to
service the Special Land Use or activity? Yes, it currently exists.
STAFF RECOMMENDATION
Staff recommends approval of the special use permit as long as the following items
are addressed on the site plan and approved by staff.
1. Traffic arrows are painted on the pavement that indicate the one-way flow of
traffic.
2. The parking stripes are repainted to face the appropriate direction.
3. A barrier is installed near the north-west corner of the building to prevent parking
traffic from colliding with drive-thru traffic.
PUBLIC COMMENT
None
CLOSE PUBLIC HEARING - MOTION
A motion to close the public hearing was made by S. Gawron, supported by L. Simmons II, and
unanimously approved.
MOTION PASSES
Page 7 of 9
Page 9 of 90
MOTION
Motion by B. Mazade, seconded by S. Gawron, that the request for a special use
permit to operate a drive-thru for a restaurant at 431 E. Laketon Ave, with the
following conditions, based on the findings of fact in the planning exercise in the
staff report:
1. Traffic flow arrows are painted to indicate the flow of traffic.
2. The parking lot lines are repainted to face the appropriate direction of traffic flow.
3. A barrier is installed near the north-west corner of the building to prevent parking
traffic from colliding with drive-thru traffic.
ROLL VOTE: Ayes: L. Willett-Leroi, J. Seyferth, S. Gawron, D. Keener, B. Mazade, S. Blake, and
L. Simmons II.
Nays: None
MOTION PASSES
UNFINISHED BUSINESS
None.
NEW BUSINESS
None.
ANY OTHER BUSINESS
A. Strong Towns article - Parking minimums Planning
M. Franzak provided the Planning Commissioners with an article regarding parking
minimums and how some cities are combating parking requirements.
GENERAL PUBLIC COMMENT
None.
ADJOURNMENT
The Planning Commission meeting adjourned at 5:11 p.m.
Respectfully Submitted,
Page 8 of 9
Page 10 of 90
Ann Marie Meisch, MMC City Clerk
Page 9 of 9
Page 11 of 90
Agenda Item Review Form
Muskegon Planning Commission
Commission Meeting Date: September 11, 2025 Title: Case 2025-36: Request to amend the
Planned Unit Development at 2400 Lakeshore Dr
and 2850 Lakeshore Dr (Windward Pointe) to
reduce the number of residential lots and update
the design criteria for housing units.
Submitted by: Mike Franzak, Planning Director Department: Planning
Brief Summary:
Request to amend the Planned Unit Development at 2400 Lakeshore Dr and 2850 Lakeshore Dr
(Windward Pointe) to reduce the number of residential lots and update the design criteria for housing
units.
Detailed Summary & Background:
The original PUD was approved in November 2023 and this is the first requested amendment. Due to
the size, complexity and expected duration of the development, the developer and their team,
along with the Michigan Department of Environment Great Lakes & Energy (EGLE), have prioritized
the planning for the Phase 1 (single-family homes) portion of the project (please see Phasing Plan
attached). They are projecting to commence Phase 1 development in 2026 and are continuing to
work through the planning for the other phases and will have more specifics to share next year.
Requested changes to the PUD
Based on changes in construction methods, market conditions, and input from their consultants on
Phase 1, they are requesting to convert some of the proposed staggered lot homes in the northeast
corner of the site to aligned lots. They believe this will help with lot-marketability and create more
variation in the homes in the area.
The existing PUD permits the construction of 223 single family houses around the perimeter of the site.
The Developer is proposing to convert the staggered lots (22’ or 26’ x 205’) in the northeast corner of
the site plan to 34’ x 150’. This change would reduce the total number of single-family residential lots
from 223 to 207. The total number of housing units within the entire development will be reduced from
2,317 to 2,300.
The 205-foot depth was necessary to account for the staggered lot concept. If the homes are not
staggered, the depth is not necessary and the road can be moved closer to the water, which is
expected to provide better view sheds.
For comparison, the homes at Terrace Point Landing are on average approximately ½ the depth of
what is being proposed at Windward Pointe. They anticipate more variety from home to home, and
better visibility of the water from the road than what is permitted under the approved PUD for the
site.
Page 12 of 90
The "Building Details" attachment was adjusted to reflect the different lot dimensions for the single-
family lots. The Condo/Apartment mansion lots were modified to add the depth that was removed
from the waterfront lots.
The 10 lots that the City has an option to purchase remain at the same width (22’/26’), but the length
is reduced to 150’ due to the street relocation. The removed length was added to the planned forest
park across the street.
They are proposing to move the street north by 55 feet, which will extend the length of the lots to the
south.
Please see the enclosed document that depicts the requested changes to the housing designs.
These changes include a reduction in minimum building sizes, amending the front setback
requirements for single-family houses, allowing more of the building facade to be comprised of
garage doors, and increasing the size of rooftop decks on mansion lots.
The proposed site plan dated 9.11.25 has been included in the packet along with the previously
approved plans from 11.6.23. All requested changes take place in the northeast corner of the
project.
Notice was sent to all properties within 300 feet of the development. At the time of this writing, staff
have not received any public comments.
Staff Recommendation
Staff recommend approval of the requested amendments.
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Goal/Action Item:
2027 Goal 2: Economic Development Housing and Business
Amount Requested: Budgeted Item:
N/A Yes No N/A X
Fund(s) or Account(s): Budget Amendment Needed:
N/A Yes No N/A X
Recommended Motion:
I move the request to amend the PUD as presented in the staff report be recommended to the City
Commission for approval.
Approvals: Guest(s) Invited / Presenting:
Immediate Division X No
Head
Information
Technology
Page 13 of 90
Other Division Heads
Communication
Legal Review
Page 14 of 90
23201268-20250714-PREL2-2 08/14/2025 @ 12:12 pm
MUSKEGON LAKE
P7 P9
P8
16
16
19
3
2
16
P2 3
3
26 PIER 1 P6 17
16
22 M41 M42 M43 M44
M45 M46 M47
P12
4 M48
60’ SLIPS 16 23
P3 3 P4 M19
M20
M21 M40
M49
PIER 2
24
12
3
50’ SLIPS M22 M50
3 M39
13 M18
M2
PIER 3 M1 3
P5 M23 M38
M51
M17
45’ SLIPS M3 16 A21
4 A22 A20 M52
M24
17
M37 5 A19
R16-
PIER 4
M4
M16 7
M53
2
P13
5
0-1
M25
1
M36
8-2
R1
40’ SLIPS
M8
R1
R1-3 R4-6 M5 M9
R7-9 M15
3
5
2-2
PIER 5 M6 18 M7 M26 M35 M54
R2
R34-35 R30-33 R2 M10 A16
6-29 8
M14 A17 A18
50’ SLIPS M55
M11 4 M27 M34
28 M13
M12 15
12
21 MU4 MU3
27
P1
A7
10 7
A6 M56
11 M28
P14
A5 18 M33
20 A15 A14
17 25 9 9 5 A13 A12 4
M57
MU1 MU2 M29 M32
A1 A2 6 A3 M30 M31
A4 14
18
1 29 P15 A8 A9 7 A10 A11
LAKESHORE DRIVE
P15 18
1
29
ET
1 29
RE
LAURUE STREET
SHERIN STREET
LEBOEUF STREET
LINCOLN STREET
K ST
AR M
DEN
HARRISON AVENUE
LEGEND SUMMARY OF LAND USE SITE REGULATING STANDARDS GENERAL NOTES
1. SPEED LIMITS THROUGHOUT THE PROPOSED DEVELOPMENT WILL BE A MAXIMUM OF 15 MPH.
1 SITE ENTRANCE
10 IN-OUT DRY BOAT STORAGE (155’ X 720’ BUILDING STAGING SLIPS FOR IN/OUT SERVICE AND GAS DOCK / SITE LOCATION: 2400 & 2850 LAKESHORE DR. MUSKEGON, MICHIGAN MULTIPLE FAMILY BUILDINGS [A1-A22] ALIGNED LOTS [24’-34’ X 150’ TYP.]
WITH APPROXIMATELY 350 STORAGE SPACES)
21 PUMP OUT DOCK 1. ALLOWABLE USES: MULTIPLE FAMILY DWELLINGS (APARTMENTS OF CONDOMINIUMS), 1. ALLOWABLE USES: DETACHED SINGLE FAMILY DWELLING
2. TYPICAL STREET TREE SPACING WILL BE 35 FT. TO 45 FT. ON CENTER, DEPENDING ON SPECIES AND SITE CONSTRAINTS (E.G. CONFLICTS WITH
UTILITIES, STREET LIGHTS, DRIVEWAYS, ETC.)
SITE AREA = 122.94 AC. SENIOR LIVING FACILITY, AND PERMITTED USES WITHIN THE B-2 DISTRICT AT GROUND 2. MAXIMUM BUILDING HEIGHT = 3 STORIES PLUS BASEMENT
3. WAYFINDING SIGNAGE WILL BE STRATEGICALLY PLACED THROUGHOUT THE DEVELOPMENT TO DIRECT PEDESTRIANS TO SITE FEATURES
FLOOR OF BUILDINGS A1-A4 3. SETBACKS
SINGLE FAMILY STAGGERED LOT (26’-22’ X 205’ TYP. & 11 MARINA RESTROOMS
ZONING OF PROPERTY = PUD (PLANNED UNIT DEVELOPMENT) 2. MAXIMUM BUILDING HEIGHT = 6 STORIES OR 90 FT., WHICHEVER IS LESS FRONT YARD = 22 FT. MIN.
INCLUDING KAYAK LAUNCHES, NATURAL FEATURES, TRAILS, FISHING PLATFORMS, PARKS, CLUBHOUSES, BIKE PATHS, RETAIL CORRIDOR(S), DOG
2 26’-22’ X 150’) -MAY BE COMBINED TO CREATE LARGER 22 FENCED DOG PARK AND POLLINATOR GARDEN AREA
3. MINIMUM BUILDING TO BUILDING SEPARATION [FOUNDATION WALL TO FOUNDATION SIDE YARD = 5 FT. MIN.
PARKS, ETC.
WATERFRONT LOTS 4. OUTDOOR ENTERTAINMENT AT THE RESTAURANT AND OTHER PUBLIC SPACES WILL BE ALLOWED BETWEEN THE HOURS OF 10 A.M. AND 11 P.M AND
PROPOSED DWELLINGS WALL] = 25 FT. REAR YARD = 15 FT. MIN. FROM O.H.W.M.
12 CLUBHOUSES WITH POOLS AND SPORT COURTS 24’-34’X150’ LOTS = 157 DWELLINGS 4. MINIMUM DISTANCE TO AJACENT ROADS (EXCLUDES PARKING DRIVE AISLES) = 25 FT.
NOT PERMITTED BETWEEN 11PM AND 10AM.
23 PLAYGROUND 22’-26’X150’ LOTS = 10 DWELLINGS STAGGERED LOTS [22’-26’ X 205’ TYP. & 22’-26’ X 150’ TYP.]
5. THERE WILL BE NO GATES OR FENCES WITHIN THE DEVELOPMENT EXCEPT FOR PIERS 2, 3, 4, AND 5; DOG PARKS; SPORT COURTS; PLAYGROUNDS,
POOLS; DUMPSTER ENCLOSURES; AND ABOVE GROUND UTILITY SCREENING.
SINGLE FAMILY ALIGNED LOT (24’-34’ X 150’ TYP.) - MAY BE
3 COMBINED TO CREATE LARGER WATERFRONT LOTS CLUBHOUSE WITH RESTAURANT,EVENT SPACE,
22’-26’X205’ LOTS = 40 DWELLINGS ROWHOUSES [R1-R35] 1. ALLOWABLE USES: DETACHED SINGLE FAMILY DWELLING
2. MAXIMUM BUILDING HEIGHT = 3 STORIES PLUS BASEMENT
6. ALL PUBLIC AMENITY AREAS WILL BE OWNED AND MAINTAINED BY THE DEVELOPMENT ASSOCIATION IN PERPETUITY AS A MEANS OF MAINTAINING A
10-12 UNIT “MANSION” LOT DWELLINGS = 570-684 DWELLINGS (57 BLDGS) 1. ALLOWABLE USES: ATTACHED SINGLE FAMILY DWELLINGS
13 POOL, AND PUBLIC RESTROOMS APT/CONDO BUILDINGS = 792-1,320 DWELLINGS (22 BLDGS) 2. MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS 3. SETBACKS
HIGH LEVEL OF CARE AND LESSENING THE BURDEN ON PUBLICLY FUNDED CITY AGENCIES.
24 WOODLAND PRESERVATION AREA AND ON-LEASH DOG
18’ X 40’ TOWNHOMES = 35 UNITS (10 BLDGS) 3. MINIMUM BUILDING TO BUILDING SEPARATION [FOUNDATION WALL TO FOUNDATION FRONT YARD = 22 FT. MIN.
7. FINAL DUMPSTER ENCLOSURE LOCATIONS SHALL BE REVIEWED AND APPROVED BY CITY OF MUSKEGON STAFF.
PARK 8. SNOW SHALL BE STORED IN DESIGNATED AREAS, AS SPECIFIED BY CITY OF MUSKEGON MAINTENANCE PERSONNEL OR REMOVED FROM THE SITE
MIXED-USE APARTMENTS = 55 DWELLINGS (4 BLDGS) WALL] = 16 FT. SIDE YARD = 0 FT. MIN.
4 10-12 UNIT FRONT-LOADED CONDO OR APARTMENT AS NEEDED.
“MANSION” LOTS (100’ X 150’ TYP.) 14 RETAIL BUILDING 4. MINIMUM DISTANCES TO ADJACENT ROAD OR SIDEWALK = 10 FT. REAR YARD = 15 FT. MIN. FROM O.H.W.M.
9. BIKE PARKING SHALL BE PROVIDED AT RETAIL CORRIDOR(S), CLUBHOUSES, AND VARIOUS PUBIC SPACES THROUGHOUT THE DEVELOPMENT. FINAL
25 FUTURE RESTAURANT
PROPOSED DENSITY = 18.71 D.U./AC.
FRONT-LOADED MANSION LOTS [M1-M20 & M41-M57] CLUBHOUSE [SITE FEATURES 12 AND 13 ON THE PLAN]
LOCATIONS AND DESIGN OF BIKE PARKING FACILITIES TO BE COORDINATED WITH CITY OF MUSKEGON STAFF.
10. PROPOSED LIGHTING SHALL CONSIST OF WALL-MOUNTED LIGHTS AND LIGHT POLES BOTH FITTED WITH DOWN CAST TYPE FIXTURES TO BE
1. ALLOWABLE USES: COMMUNITY CENTER; EVENT CENTER RECREATION CENTER;
5 10-12 UNIT REAR-LOADED CONDO OR APARTMENT 15 PUBLIC NATURE VIEW BOARDWALK
RETAIL/OFFICE SPACE (MU1-MU4)
(NOT INLCUDING FUTURE IMPROVEMENTS)
= 42,780 SQ.FT. 1. ALLOWABLE USES: MULTIPLE FAMILY DWELLING
2. MAXIMUM BUILDING HEIGHT = 5 STORIES OR 80 FT., WHICHEVER IS LESS RESTAURANT, COCKTAIL LOUNGE, AND BREWPUB; AND MUSIC VENUE (INDOOR AND
SPECIFIED BY LIGHTING CONSULTANT. LIGHTING SHALL BE COORIDNATED WITH CITY STAFF TO CLUSTER IN DESIRED HIGH TRAFFIC PUBLIC AREAS.
“MANSION” LOTS (100’ X 115’ TYP.) BREAK WALL/WAVE ATTENUATOR WITH PUBLIC WALKING ALL LIGHTING SHALL BE SHIELDED FROM ADJACENT PROPERTIES.
3. SETBACKS OUTDOOR)
11. GROUND FLOOR LEVELS OF BUILDINGS A1-A4 ARE INTENDED TO BE REPURPOSED AS ADDITIONAL RETAIL OR OFFICE SPACE AS NEEDED PER
26 PATH, FISHING PLATFORM AND TRANSIENT/VISITOR/ BOAT STORAGE = 111,600 SQ.FT. (350 SPACES) FRONT YARD = 22 FT. MIN. (15 FT. MIN. ON SECONDARY FRONT YARD OF CORNER 2. MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS
MARKET CONDITIONS. THE CONVERSION OF GROUND FLOOR USES WILL BEGIN AT BUILDING A1 AND EXTEND TO THE EAST SEQUENTIALLY ENDING
4 TO 6-STORY APARTMENT OR CONDO BUILDING WITH
16 PUBLIC PARKLET WITH WATERFRONT ACCESS AND SHOPPER DOCKING ON NORTH AND SOUTH SIDES OF LOTS) 3. MINIMUM DISTANCE TO OHWM = 15 FT.
AT BUILDING A4.
FISHING DOCK PIER BOAT DOCKING SPACES = 251 SIDE YARD = 5 FT. MIN. 4. MINIMUM DISTANCE FROM ADJACENT LOT LINES = 15 FT.
12. AREAS P7 AND P8 WILL NOT ALLOW FOR FISHING IF ADJACENT WATERS ARE FOUND TO BE UNSUITABLE BY ENVIRONMENTAL SPECIALISTS.
6 GROUND FLOOR PARKING OR POSSIBLE FUTURE 118’ SLIP = 1 SLIP REAR YARD = 15 FT. MIN. 13. TOPOGRAPHICAL REQUIREMENT PER 2101.3.E, EXISTING TOPOGRAPHY IS DEPICTED WITH CONTOURS AT 1-FT INTERVALS ON THE EXISTING
GROUND FLOOR RETAIL [BUILDINGS A1-A4] 103’ SLIP = 1 SLIP MIXED USE [MU1-MU4]
CONDITIONS PLAN. FINAL TOPOGRAPHIC CHANGES SHALL BE IN COMPLIANCE WITH EGLE DUE CARE PLAN CRITERIA. AREAS OF FILL MUST BE
17 PUBLIC PARKLET WITH BOARDWALK, FISHING POSSIBLE FUTURE 1 TO 3-STORY RETAIL/OFFICE STACK, 98’ SLIP = 1 SLIP REAR-LOADED MANSION LOTS [M21-M40] 1. ALLOWABLE USES: GROUND FLOOR - PERMITTED USES IN THE B-2 DISTRICT, UPPER LEVELS
PLATFORM, AND KAYAK LAUNCH
27 WHICH MAY INCLUDE COFFEE SHOP, SANDWICH SHOP, 93’ SLIPS = 1 SLIP 1. ALLOWABLE USES: MULTIPLE FAMILY DWELLING - MULTIPLE FAMILY DWELLINGS
14.
COMPACTED TO DENSITY SPECIFIED BY GEOTECH CONSULTANT.
THE PROJECT WILL BE SERVED BY PUBLIC WATERMAIN, PUBLIC SANITARY SEWER, AND PUBLIC AND PRIVATE STORMWATER MANAGEMENT
4 TO 6-STORY APARTMENT OR CONDO BUILDING WITH 60’ SLIPS = 24 SLIPS 2. MAXIMUM BUILDING HEIGHT = 5 STORIES OR 80 FT., WHICHEVER IS LESS 2. MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS
7 GROUND FLOOR PARKING [BUILDINGS A5-A22]
CONVENIENCE STORE, SHIP STORE, MARINA OFFICE, AND/
50’ SLIPS = 77 SLIPS 3. SETBACKS 3. MINIMUM DISTANCE FROM ADJACENT LOT LINES = 15 FT.
SYSTEMS. WATERMAIN, SANITARY SEWER, AND STORMWATER MANAGEMENT MEASURES SHALL MEET CITY, COUNTY, AND STATE OF MICHIGAN
OR ROOFTOP DECK. REQUIREMENTS. “DRY UTILITIES,” WHICH INCLUDE ELECTRIC SERVICE, TELECOMMUNICATIONS, AND NATURAL GAS, WILL BE WILL BE INSTALLED
45’ SLIPS = 54 SLIPS FRONT YARD = 12 FT. TO 20 FT. MIN. BUILD-TO-LINE (15 FT. MIN. SETBACK ON
18 MULTI-MODAL TRAIL CONNECTOR
40’ SLIPS = 56 SLIPS SECONDARY FRONT YARD OF CORNER LOTS) BOAT STORAGE BUILDING
UNDERGROUND AND WILL BE PROVIDED TO EACH SITE.
15. A TRAFFIC STUDY SHALL BE CONDUCTED AND REVIEWED BY THE PUBLIC WORKS DIRECTOR PRIOR TO CONSTRUCTION.
TRANSIENT/VISITOR/SHOPPER DOCKING SPACES = 1400 LINEAR FEET SIDE YARD = 5 FT. MIN. 1. ALLOWABLE USES: BOAT STORAGE AND SIMILAR OR ACCESSORY USE, PREMITTED USES
8 REAR LOAD ROWHOUSES (18’ X 40’ TYP.) [R1-R35] 28 GAS DOCK AND SERVICE OFFICE
REAR YARD = 1 FT. MIN. WITHIN THE B-2 DISTRICT
16. A STORMWATER PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.
19 POOL AND RESTROOM BUILDING FOR WINDWARD 2. MAXIMUM BUILDING HEIGHT = 50 FT.
17. A LANDSCAPE MANAGEMENT PLAN FOR A NATIVE VEGETATION PLANTING ZONE SHALL BE SUBMITTED AND APPROVED BY THE PUBLIC WORKS
DIRECTOR PRIOR TO CONSTRUCTION.
POINTE RESIDENTS
TRAFFIC CALMING STREET TREATMENTS (E.G. 18. A PROPOSED UTILITIES PLAN SHALL SUBMITTED TO AND APPROVED BY THE PUBLIC WORKS DIRECTOR PRIOR TO CONSTRUCTION.
9 MIXED-USE BUILDING (GROUND FLOOR RETAIL,
29 ROUNDABOUT, SIGNALIZED BIKE CROSSING) TO BE 19. ALL MARINA SLIPS WILL HAVE FIRE ACCESS.
APARTMENTS ABOVE) [MU1-MU4]
20 BOAT HOIST/WASH STATION AREA COORDINATED WITH CITY OF MUSKEGON
20. ALL APPLICABLE CITY, STATE, AND FEDERAL PERMITS SHALL BE GRANTED PRIOR TO CONSTRUCTION OF IMPACTED SITE FEATURES.
August 14, 2025 North 0’ 75’ 150’ 300’ Scale: 1”=150’
WINDWARD POINTE
FINAL PUD PLAN
project number: 23201268
Page 15 of 90
October 25, 2023
Jon Rooks
Parkland Acquisition Six, LLC
75 W Walton Avenue STE A
Muskegon, MI 49440
City of Muskegon
Planning Department
933 Terrace Street
Muskegon, MI 49440
RE: Windward Pointe Lot and Building Parameters for homesites, condo mansion lots, and multi-
family buildings
Detached Single Family Lots [Aligned Lots and Staggered Lots]
1. The homesite dwelling unit shall have a minimum living area (excluding all basement area) of one
thousand (1000) square feet with a minimum five hundred (500) square feet at the first floor. There
is no maximum square footage. The second floor must be equal to or smaller than the first floor
beneath including any garage.
2. Where the homesite design involves a roof pitch, it shall be a minimum pitch of 6/12, that is, for
every twelve inches (12'') of lateral run, the roof shall rise six inches (6''). In the case of additions
or alterations to principal structures, the roof pitch shall be a minimum pitch of 6/12.
3. The roof shall have a snow load rating that meets the current Michigan Building Code.
4. Roof drainage shall be provided to direct storm or meltwater away from the foundation including
hip, gambrel and mansard roofs.
5. Siding and trim systems shall be of an industry standard gauge suitable for on-site-built homes.
6. The dwelling unit shall have a minimum width of eighteen (18) feet across any front, side, and rear
elevation view.
7. The front elevation view may have a design offset including but not limited to; bay windows,
covered porches, or structural offsets from the principal plane of the building.
8. Any single-story, residential structure shall not be more than four (4) times longer than its width
(exclusive of an attached garage).
9. Garage doors may not compromise more than seventy-five percent (75%) of the front face of the
structure.
10. Newly constructed homes must be set back twenty-four (24) feet from the front property line.
11. The dwelling unit shall be firmly attached to a permanent foundation constructed on the site in
accordance with the current building code, manufacturers specifications, and any other applicable
requirements.
Page 16 of 90
12. Any crawlspace, partial or full height basement that may exist between the foundation and ground
floor of the dwelling unit shall be fully enclosed by an extension of the foundation wall along the
perimeter of the building.
13. There will be no mobile home dwelling units permitted on any lot except manufactured / modular
homes that meet building code.
14. There will be no mobile home dwelling units, including their undercarriage and wheel apparatus,
permitted on any lot except manufactured / modular homes that meet building code.
15. The dwelling unit shall be connected to a public sewer and water supply when available, as defined
by the Plumbing Code. Backflow preventers are required in the basement or crawl space of each
home.
16. The compatibility of design and appearance shall be in accordance with the condominium by-laws.
17. The dwelling unit shall contain no additions of rooms or other areas which are not constructed with
similar quality workmanship as the original structure, including permanent attachment to the
principal structure and construction of a foundation as required herein.
18. The dwelling unit shall comply with all pertinent structural, building and fire codes.
19. All construction required herein shall be commenced only after a building permit has been obtained
in accordance with the Building Code.
20. Each dwelling unit shall have an established vegetative ground cover in less than 12 months after
occupancy. A minimum of two trees, two inches (2'') in diameter, four feet (4') from the ground or
six-foot (6') evergreen trees shall be provided.
21. Detached outbuildings, including garages, are allowed up to five hundred (500) square feet
maximum at the rear yard of non-waterfront lots or the front yard of waterfront lots.
22. Front Yard Setback (Aligned and Staggered Lots): Minimum twenty-two (22’) feet from the front
property line.
23. Rear Yard Setback (Aligned and Staggered Lots on waterfront): Minimum fifteen (15’) feet from
the Ordinary High Water Mark.
24. Side Yard Setback: Aligned Lots and Staggered Lots shall maintain a minimum side yard setback
of five (5) feet and zero (0) feet respectively. Buildings must also maintain a minimum of building-
to-building separation to comply with Fire Code.
25. Eaves, bay windows, egress wells, fireplaces, uncovered steps, and egress wells may encroach into
all yard setbacks up to three (3) feet.
26. Maximum Building Height: Three stories, plus basement or fifty-five (55) feet to the peak of any
gable, gambrel or hip roofs, or to the top of any flat roofs, whichever is less.
27. Building height does not include chimneys, spires, cupolas, dormers, finials, antennae, railings,
roof decks and access to the roof deck.
Page 17 of 90
28. All stories above grade may contain any combination of conditioned living space, outdoor space
(covered or uncovered) and garage area.
29. One six hundred (600) maximum square foot, uncovered roof deck allowed above three (3) stories.
No limit on first three (3) stories.
30. Garages are required with a maximum of three (3) stalls.
31. One (1) stall maximum carport is allowed in addition to the garage attached or unattached to any
building.
32. Full or partial basements are allowed that are finished or unfinished.
33. Front balcony and porches are allowed and may be up to three (3) stories tall on the front elevation.
34. Rear balcony and porches are allowed and may be up to three (3) stories tall on the rear elevation.
35. Wraparound balcony and porch are allowed and may be up to two (2) stories tall.
36. Minimum eight (8) feet of separation between any buildings on the same lot.
37. All architectural designs must comply with the Condominium Association’s bylaws, master deed,
rules and regulations.
Mansion Lots [Front Loaded and Rear Loaded]
38. The ‘mansion’ (condo and apartment) dwelling unit shall have a minimum living area (excluding
all parking area) of four hundred (400) square feet. There is no maximum square footage. There
may be up to 12 units per building structure.
39. Where the homesite design involves a roof pitch, it shall be a minimum pitch of 6/12, that is, for
every twelve inches (12'') of lateral run, the roof shall rise six inches (6''). In the case of additions
or alterations to principal structures, the roof pitch shall be a minimum pitch of 6/12.
40. The roof shall have a snow load rating that meets the current Michigan Building Code.
41. Roof drainage shall be provided to direct storm or meltwater away from the foundation including
hip, gambrel and mansard roofs.
42. Siding and trim systems shall be of an industry standard gauge suitable for on-site-built homes.
43. The dwelling unit shall have a minimum width of fourteen (14) feet across any front, side, and rear
elevation view.
44. The front elevation view may have a design offset including but not limited to bay windows,
covered porches, or structural offsets from the principal plane of the building.
45. Garage doors may not compromise more than sixty-five percent (65%) of the front face of the
structure.
46. The dwelling unit shall be firmly attached to a permanent foundation constructed on the site in
Page 18 of 90
accordance with the current building code, manufacturers specifications, and any other applicable
requirements.
47. Any crawlspace, partial or full height basement that may exist between the foundation and ground
floor of the dwelling unit shall be fully enclosed by an extension of the foundation wall along the
perimeter of the building.
48. There will be no mobile home dwelling units permitted on any lot.
49. There will be no mobile home dwelling units, including their undercarriage and wheel apparatus,
permitted on any lot.
50. The dwelling unit shall be connected to a public sewer and water supply when available, as defined
by the Plumbing Code. Backflow preventers are required in the basement or crawl space of each
home.
51. The compatibility of design and appearance shall be in accordance with the condominium by-laws.
52. The dwelling unit shall contain no additions of rooms or other areas which are not constructed with
similar quality workmanship as the original structure, including permanent attachment to the
principal structure and construction of a foundation as required herein.
53. The dwelling unit shall comply with all pertinent structural, building and fire codes.
54. All construction required herein shall be commenced only after a building permit has been obtained
in accordance with the Building Code.
55. Each building structure shall have an established vegetative ground cover in less than 12 months
after occupancy. A minimum of two shade trees, two inches (2'') in diameter, four feet (4') from
the ground or one six-foot (6') evergreen tree shall be provided.
56. Detached outbuildings, including garages, are allowed up to five hundred (500) square feet
maximum at the rear yard.
57. Front-Loaded Mansion Lot Front Yard Setback: Minimum twenty-two (22’) feet from the front
property line.
58. Front-Loaded Mansion Lot Rear Yard Setback: Minimum fifteen (15) feet from the rear property
line.
59. Rear-Loaded Mansion Lots Build-to-Zone: Building façade shall be placed between twelve (12)
feet and twenty (20) feet from the primary front yard property line. A minimum side yard setback
of fifteen (15) feet shall be maintained at any secondary front yards of corner lots. Rear yard setback
is minimum one (1) feet.
60. Side Yard Setback: All Mansion Lot buildings shall maintain a minimum side yard setback of five
(5) feet. Eaves, bay windows, egress wells, fireplaces, uncovered steps, and egress wells may
encroach into all yard setbacks up to three (3) feet.
61. Maximum Building Height: Five (5) stories or eighty (80) feet to the peak of any gable, gambrel
or hip roofs, or to the top of any flat roofs, not including any uncovered rooftop deck.
Page 19 of 90
62. Building height does not include chimneys, spires, cupolas, dormers, finials, antennae, railings,
roof decks and access to the roof deck.
63. All stories above grade may contain any combination of conditioned living space, outdoor space
(covered or uncovered) and garage area.
64. One six hundred (600) maximum square foot, uncovered rooftop deck allowed per building
structure.
65. Optional common garages with a maximum of twelve (12) interior parking spots.
66. Front balcony and porches are allowed and may be on up to five (5) stories on the front elevation
area.
67. Rear balcony and porches are allowed and may be on up to five (5) stories on the front elevation
area.
68. Wraparound balcony and porch are allowed and may be up to three (3) stories tall.
69. Minimum eight (8) feet of separation between any buildings on the same lot.
70. All architectural designs must comply with the Condominium Association’s bylaws, master deed,
rules and regulations.
Multiple-Family Buildings
71. The multi-family (condo and apartment) units shall have a minimum living area of four hundred
(400) square feet. There is no maximum square footage.
72. Where the design involves a roof pitch, it shall be a minimum pitch of 6/12, that is, for every twelve
inches (12'') of lateral run, the roof shall rise six inches (6''). In the case of additions or alterations
to principal structures, the roof pitch shall be a minimum pitch of 6/12.
73. The roof shall have a snow load rating that meets the current Michigan Building Code.
74. Roof drainage shall be provided to direct storm or meltwater away from the foundation including
hip, gambrel and mansard roofs.
75. Siding and trim systems shall be of an industry standard gauge suitable for on-site-built homes.
76. The building shall have a minimum width of 10 feet across any front, side, and rear elevation view.
77. The front elevation view may have a design offset including but not limited to; bay windows,
covered or uncovered balconies and porches, and structural offsets from the principal plane of the
building.
78. Garage doors may not compromise more than ninety-five percent (95%) of the front face of the
building.
79. The building shall be firmly attached to a permanent foundation constructed on the site in
Page 20 of 90
accordance with the current building code, manufacturers specifications, and any other applicable
requirements.
80. Any crawlspace, partial or full height basement that may exist between the foundation and ground
floor of the structure shall be fully enclosed by an extension of the foundation wall along the
perimeter of the building.
81. There will be no mobile home dwelling units permitted on any lot.
82. There will be no mobile home dwelling units, including their undercarriage and wheel apparatus,
permitted on any lot.
83. The building shall be connected to a public sewer and water supply when available, as defined by
the Plumbing Code. Backflow preventers are required in the basement or crawl space of each
building.
84. The compatibility of design and appearance shall be in accordance with the condominium by-laws.
85. The building shall contain no additions of rooms or other areas which are not constructed with
similar quality workmanship as the original structure, including permanent attachment to the
principal structure and construction of a foundation as required herein.
86. The building shall comply with all pertinent structural, building and fire codes.
87. All construction required herein shall be commenced only after a building permit has been obtained
in accordance with the Building Code.
88. Each building shall have an established vegetative ground cover in less than 12 months after
occupancy. A minimum of two shade tree, two inches (2'') in diameter, four feet (4') from the
ground or one six foot (6') evergreen tree shall be provided.
89. Buildings shall be placed a minimum of twenty five (25) feet from any adjacent road pavement,
excluding drive aisles and parking pavement.
90. Buildings must maintain a minimum building-to-building separation of twenty five (25) feet,
measured from building foundation wall to building foundation wall.
91. Maximum Building Height: Six (6) stories or ninety (90) feet to the peak of any gable, gambrel
or hip roofs, or to the top of any flat roofs, whichever is less
92. Building height does not include chimneys, spires, cupolas, dormers, finials, antennae, railings,
roof decks and access to the roof deck.
93. All stories above grade may contain any combination of conditioned living space, outdoor space
(covered or uncovered) and garage area.
94. One one thousand (1,000) maximum square foot, uncovered roof deck.
95. Garages are not required.
96. Carports are allowed in addition to surface lot, or garage parking with the first floor of the building.
Page 21 of 90
97. Full or partial basements are allowed that are finished or unfinished.
98. Front porches and balconies are allowed and may be up to six (6) stories tall on the front elevation.
99. Rear porches and balconies are allowed and may be up to six (6) stories tall on the rear elevation.
100. Wraparound balcony or side porch is allowed and may be up to six (6) stories tall.
101. All architectural designs must comply with the Condominium Association’s bylaws, master
deed, rules and regulations.
General Provisions
102. In the event of any conflict between the Site Regulating Standard and general notes on the
plans, and this Windward Pointe Lot and Building Parameters document, this document shall
govern.
Page 22 of 90
23201268-20231020-PREL2_converted 10/26/2023 @ 12:00 am
MUSKEGON LAKE NOTE: AT THE DEVELOPER’S DISCRETION, THE EXISTING
POND MAY CONNECT TO MUSKEGON LAKE (I.E. LAND BERM
REMOVED) SUBJECT TO E.G.L.E. AND A.C.E. APPROVAL
16
16
19 2
2
16
3
TRANSIENT/VISITOR DO
POTENTIAL CRUISE SH
CKING 3
IP DOCKING (AT THE
27 PIER 1
DISCRETION OF DEVE
LOPER) 17
WATER TAXI
PICK-UP TRANSIENT/VISITO
R DOCKING 16 M42 M43 M44
22 M41 M45 M46 M47 M48
4
60’ SLIPS
16 23
3 M20
M19 M21 M40 M49
PIER 2
24
12
3
M50
E
3 M22 M39
S
50’ SLIPS
PHA
13 M18
M2
PIER 3 M1 3 M51
2
M23 M38
M17
M3 16 A21
45’ SLIPS
4 A22 A20 M52
M24
17
M37 5 A19
R16-
M16 2
PIER 4 7
M4
E
M53
5
S
0-1
M25
1
M36
A
8-2
R1
H
M8
R1
40’ SLIPS
P
R1-3 R4-6 M5 M9
R7-9 M15
3
5
1
2-2
PIER 5 M6 18 M7 M26 M35 M54
R2
R34-35 R30-33 R2 M10 A16
6-29 8
E
M14 A17 A18
S
PHA
50’ SLIPS
M11 4 M27 M34 M55
29 M13
E
M12
S
12 15
21
28
P H A MU4 MU3
A7 3
310 7
E
A6 M28 M56
S
11 A5 18 M33
A
20
H
25 9 9 A15 A14
17 A13
P
5 A12 4
3
M57
MU1 MU2 M29 M32
A1 A2 6 A3 M30 M31
A4 14
18 A8 A9 7 A10
26 1 A11
18
LAKESHORE DRIVE 1
ET
1 26
RE
LAURUE STREET
LINCOLN STREET
SHERIN STREET
LEBOEUF STREET
K ST
AR M
DEN
HARRISON AVENUE
LEGEND SUMMARY OF LAND USE SITE REGULATING STANDARDS GENERAL NOTES
1. SPEED LIMITS THROUGHOUT THE PROPOSED DEVELOPMENT WILL BE A MAXIMUM OF 15 MPH.
1 SITE ENTRANCE
10
IN-OUT DRY BOAT STORAGE (155’ X 720’ BUILDING STAGING SLIPS FOR IN/OUT SERVICE AND GAS DOCK / SITE LOCATION: 2400 & 2850 LAKESHORE DR. MUSKEGON, MICHIGAN MULTIPLE FAMILY BUILDINGS [A1-A22] ALIGNED LOTS [34’ X 150’ TYP.]
2. TYPICAL STREET TREE SPACING WILL BE 35 FT. TO 45 FT. ON CENTER, DEPENDING ON SPECIES AND SITE CONSTRAINTS (E.G. CONFLICTS WITH
WITH APPROXIMATELY 350 STORAGE SPACES) 21 PUMP OUT DOCK 1. ALLOWABLE USES: MULTIPLE FAMILY DWELLINGS (APARTMENTS OF CONDOMINIUMS), 1. ALLOWABLE USES: DETACHED SINGLE FAMILY DWELLING
UTILITIES, STREET LIGHTS, DRIVEWAYS, ETC.)
SITE AREA = 122.94 AC. SENIOR LIVING FACILITY, AND PERMITTED USES WITHIN THE B-2 DISTRICT AT GROUND 2. MAXIMUM BUILDING HEIGHT = 3 STORIES PLUS BASEMENT
3. WAYFINDING SIGNAGE WILL BE STRATEGICALLY PLACED THROUGHOUT THE DEVELOPMENT TO DIRECT PEDESTRIANS TO SITE FEATURES
FLOOR OF BUILDINGS A1-A4 3. SETBACKS
2 SINGLE FAMILY STAGGERED LOT (26’-22’ X 205’ TYP.) - 11 MARINA RESTROOMS
EXISTING ZONING = I-2 (GENERAL INDUSTRIAL) 2. MAXIMUM BUILDING HEIGHT = 6 STORIES OR 90 FT., WHICHEVER IS LESS FRONT YARD = 22 FT. MIN.
INCLUDING KAYAK LAUNCHES, NATURAL FEATURES, TRAILS, FISHING PLATFORMS, PARKS, CLUBHOUSES, BIKE PATHS, RETAIL CORRIDOR(S), DOG
MAY BE COMBINED TO CREATE LARGER WATERFRONT
22 FENCED DOG PARK AND POLLINATOR GARDEN AREA
3. MINIMUM BUILDING TO BUILDING SEPARATION [FOUNDATION WALL TO FOUNDATION SIDE YARD = 5 FT. MIN.
4.
PARKS, ETC.
OUTDOOR ENTERTAINMENT AT THE RESTAURANT AND OTHER PUBLIC SPACES WILL BE ALLOWED BETWEEN THE HOURS OF 10 A.M. AND 11 P.M AND
LOTS
PROPOSED ZONING = PUD (PLANNED UNIT DEVELOPMENT) WALL] = 25 FT. REAR YARD = 15 FT. MIN. FROM O.H.W.M.
12 CLUBHOUSES WITH POOLS AND SPORT COURTS
4. MINIMUM DISTANCE TO AJACENT ROADS (EXCLUDES PARKING DRIVE AISLES) = 25 FT. 5.
NOT PERMITTED BETWEEN 11PM AND 10AM.
THERE WILL BE NO GATES OR FENCES WITHIN THE DEVELOPMENT EXCEPT FOR PIERS 2, 3, 4, AND 5; DOG PARKS; SPORT COURTS; PLAYGROUNDS,
23 PLAYGROUND PROPOSED DWELLINGS STAGGERED LOTS [22’-26’ X 205’ TYP.]
POOLS; DUMPSTER ENCLOSURES; AND ABOVE GROUND UTILITY SCREENING.
3 SINGLE FAMILY ALIGNED LOT (34’ X 150’ TYP.) - MAY BE 26’/22’X205’ LOTS = 108 DWELLINGS ROWHOUSES [R1-R35] 1. ALLOWABLE USES: DETACHED SINGLE FAMILY DWELLING
6. ALL PUBLIC AMENITY AREAS WILL BE OWNED AND MAINTAINED BY THE DEVELOPMENT ASSOCIATION IN PERPETUITY AS A MEANS OF MAINTAINING A
COMBINED TO CREATE LARGER WATERFRONT LOTS CLUBHOUSE WITH RESTAURANT,EVENT SPACE, 34’X150’ LOTS = 115 DWELLINGS 1. ALLOWABLE USES: ATTACHED SINGLE FAMILY DWELLINGS 2. MAXIMUM BUILDING HEIGHT = 3 STORIES PLUS BASEMENT
13 POOL, AND PUBLIC RESTROOMS WOODLAND PRESERVATION AREA AND ON-LEASH DOG “MANSION” LOT DWELLINGS = UP TO 684 DWELLINGS (57 BLDGS) 2. MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS 3. SETBACKS
HIGH LEVEL OF CARE AND LESSENING THE BURDEN ON PUBLICLY FUNDED CITY AGENCIES.
24 PARK MULTIPLE-FAMILY APTS/CONDOS = UP TO 1,320 DWELLINGS (22 BLDGS) 3. MINIMUM BUILDING TO BUILDING SEPARATION [FOUNDATION WALL TO FOUNDATION FRONT YARD = 22 FT. MIN.
7. FINAL DUMPSTER ENCLOSURE LOCATIONS SHALL BE REVIEWED AND APPROVED BY CITY OF MUSKEGON STAFF.
8. SNOW SHALL BE STORED IN DESIGNATED AREAS, AS SPECIFIED BY CITY OF MUSKEGON MAINTENANCE PERSONNEL OR REMOVED FROM THE SITE
10-12 UNIT FRONT-LOADED CONDO OR APARTMENT 18’ X 40’ TOWNHOMES = 35 UNITS (10 BLDGS) WALL] = 16 FT. SIDE YARD = 0 FT. MIN.
4 MIXED-USE APARTMENTS = 55 DWELLINGS (4 BLDGS) 4. MINIMUM DISTANCES TO ADJACENT ROAD OR SIDEWALK = 10 FT. REAR YARD = 15 FT. MIN. FROM O.H.W.M.
AS NEEDED.
“MANSION” LOTS (100’ X 150’ TYP.) 14 RETAIL BUILDING 9. BIKE PARKING SHALL BE PROVIDED AT RETAIL CORRIDOR(S), CLUBHOUSES, AND VARIOUS PUBIC SPACES THROUGHOUT THE DEVELOPMENT. FINAL
25 FUTURE RESTAURANT
PROPOSED DENSITY = 18.8 D.U./AC. FRONT-LOADED MANSION LOTS [M1-M20 & M41-M57] CLUBHOUSE [SITE FEATURES 12 AND 13 ON THE PLAN]
LOCATIONS AND DESIGN OF BIKE PARKING FACILITIES TO BE COORDINATED WITH CITY OF MUSKEGON STAFF.
10. PROPOSED LIGHTING SHALL CONSIST OF WALL-MOUNTED LIGHTS AND LIGHT POLES BOTH FITTED WITH DOWN CAST TYPE FIXTURES TO BE
1. ALLOWABLE USES: MULTIPLE FAMILY DWELLING 1. ALLOWABLE USES: COMMUNITY CENTER; EVENT CENTER RECREATION CENTER;
5
10-12 UNIT REAR-LOADED CONDO OR APARTMENT 15 PUBLIC NATURE VIEW BOARDWALK
RETAIL/OFFICE SPACE (MU1-MU4) = 42,780 SQ.FT. 2. MAXIMUM BUILDING HEIGHT = 5 STORIES OR 80 FT., WHICHEVER IS LESS RESTAURANT, COCKTAIL LOUNGE, AND BREWPUB; AND MUSIC VENUE (INDOOR AND
SPECIFIED BY LIGHTING CONSULTANT. LIGHTING SHALL BE COORIDNATED WITH CITY STAFF TO CLUSTER IN DESIRED HIGH TRAFFIC PUBLIC AREAS.
“MANSION” LOTS (100’ X 115’ TYP.) TRAFFIC CALMING STREET TREATMENTS (E.G. ALL LIGHTING SHALL BE SHIELDED FROM ADJACENT PROPERTIES.
(NOT INLCUDING FUTURE IMPROVEMENTS) 3. SETBACKS OUTDOOR)
11. GROUND FLOOR LEVELS OF BUILDINGS A1-A4 ARE INTENDED TO BE REPURPOSED AS ADDITIONAL RETAIL OR OFFICE SPACE AS NEEDED PER
26 ROUNDABOUT, SIGNALIZED BIKE CROSSING) TO BE FRONT YARD = 22 FT. MIN. (15 FT. MIN. ON SECONDARY FRONT YARD OF CORNER 2. MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS
MARKET CONDITIONS. THE CONVERSION OF GROUND FLOOR USES WILL BEGIN AT BUILDING A1 AND EXTEND TO THE EAST SEQUENTIALLY ENDING
PUBLIC PARKLET WITH WATERFRONT ACCESS AND COORDINATED WITH CITY OF MUSKEGON 3. MINIMUM DISTANCE TO OHWM = 15 FT.
4 TO 6-STORY APARTMENT OR CONDO BUILDING WITH 16 FISHING DOCK
BOAT STORAGE = 111,600 SQ.FT. (350 SPACES) LOTS)
SIDE YARD = 5 FT. MIN. 4. MINIMUM DISTANCE FROM ADJACENT LOT LINES = 15 FT.
AT BUILDING A4.
12. AREAS P7 AND P8 WILL NOT ALLOW FOR FISHING IF ADJACENT WATERS ARE FOUND TO BE UNSUITABLE BY ENVIRONMENTAL SPECIALISTS.
6 GROUND FLOOR PARKING OR POSSIBLE FUTURE BOAT DOCKING SPACES = 251 REAR YARD = 15 FT. MIN. 13. TOPOGRAPHICAL REQUIREMENT PER 2101.3.E, EXISTING TOPOGRAPHY IS DEPICTED WITH CONTOURS AT 1-FT INTERVALS ON THE EXISTING
GROUND FLOOR RETAIL [BUILDINGS A1-A4] BREAK WALL/WAVE ATTENUATOR WITH PUBLIC WALKING 118’ SLIP = 1 SLIP MIXED USE [MU1-MU4]
CONDITIONS PLAN. FINAL TOPOGRAPHIC CHANGES SHALL BE IN COMPLIANCE WITH EGLE DUE CARE PLAN CRITERIA. AREAS OF FILL MUST BE
17 PUBLIC PARKLET WITH BOARDWALK, FISHING PATH, FISHING PLATFORM AND TRANSIENT/VISITOR/ 103’ SLIP = 1 SLIP REAR-LOADED MANSION LOTS [M21-M40] 1. ALLOWABLE USES: GROUND FLOOR - PERMITTED USES IN THE B-2 DISTRICT, UPPER LEVELS
COMPACTED TO DENSITY SPECIFIED BY GEOTECH CONSULTANT.
PLATFORM, AND KAYAK LAUNCH 27 SHOPPER DOCKING ON NORTH AND SOUTH SIDES OF 98’ SLIP = 1 SLIP 1. ALLOWABLE USES: MULTIPLE FAMILY DWELLING - MULTIPLE FAMILY DWELLINGS
14. THE PROJECT WILL BE SERVED BY PUBLIC WATERMAIN, PUBLIC SANITARY SEWER, AND PUBLIC AND PRIVATE STORMWATER MANAGEMENT
4 TO 6-STORY APARTMENT OR CONDO BUILDING WITH 93’ SLIPS = 1 SLIP 2. MAXIMUM BUILDING HEIGHT = 5 STORIES OR 80 FT., WHICHEVER IS LESS 2. MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS
PIER SYSTEMS. WATERMAIN, SANITARY SEWER, AND STORMWATER MANAGEMENT MEASURES SHALL MEET CITY, COUNTY, AND STATE OF MICHIGAN
7 GROUND FLOOR PARKING [BUILDINGS A5-A22] 60’ SLIPS = 24 SLIPS 3. SETBACKS 3. MINIMUM DISTANCE FROM ADJACENT LOT LINES = 15 FT.
REQUIREMENTS. “DRY UTILITIES,” WHICH INCLUDE ELECTRIC SERVICE, TELECOMMUNICATIONS, AND NATURAL GAS, WILL BE WILL BE INSTALLED
50’ SLIPS = 77 SLIPS FRONT YARD = 12 FT. TO 20 FT. MIN. BUILD-TO-LINE (15 FT. MIN. SETBACK ON
18 MULTI-MODAL TRAIL CONNECTOR
45’ SLIPS = 54 SLIPS SECONDARY FRONT YARD OF CORNER LOTS) BOAT STORAGE BUILDING
15.
UNDERGROUND AND WILL BE PROVIDED TO EACH SITE.
A TRAFFIC STUDY SHALL BE CONDUCTED AND REVIEWED BY THE PUBLIC WORKS DIRECTOR PRIOR TO CONSTRUCTION.
POSSIBLE FUTURE 1 TO 3-STORY RETAIL/OFFICE STACK, 40’ SLIPS = 56 SLIPS SIDE YARD = 5 FT. MIN. 1. ALLOWABLE USES: BOAT STORAGE AND SIMILAR OR ACCESSORY USE, PREMITTED USES
8 REAR LOAD ROWHOUSES (18’ X 40’ TYP.) [R1-R35]
28
WHICH MAY INCLUDE COFFEE SHOP, SANDWICH SHOP, TRANSIENT/VISITOR/SHOPPER DOCKING SPACES = 1400 LINEAR FEET REAR YARD = 1 FT. MIN. WITHIN THE B-2 DISTRICT
16.
17.
A STORMWATER PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.
A LANDSCAPE MANAGEMENT PLAN FOR A NATIVE VEGETATION PLANTING ZONE AROUND THE WATERFRONT HOMES, PATHS AND PATIOS WITHIN 30
19 POOL AND RESTROOM BUILDING FOR WINDWARD CONVENIENCE STORE, SHIP STORE, MARINA OFFICE, AND/ 2. MAXIMUM BUILDING HEIGHT = 50 FT.
FEET OF THE O.HW.M. SHALL BE SUBMITTED BY THE DEVELOPER AND APPROVED BY THE PUBLIC WORKS DIRECTOR.
POINTE RESIDENTS OR ROOFTOP DECK.
18. A PROPOSED UTILITIES PLAN SHALL SUBMITTED TO AND APPROVED BY THE PUBLIC WORKS DIRECTOR PRIOR TO CONSTRUCTION.
MIXED-USE BUILDING (GROUND FLOOR RETAIL,
9 APARTMENTS ABOVE) [MU1-MU4]
19. ALL MARINA SLIPS WILL HAVE FIRE ACCESS.
20. ALL APPLICABLE CITY, STATE, AND FEDERAL PERMITS SHALL BE GRANTED PRIOR TO CONSTRUCTION OF IMPACTED SITE FEATURES.
20 BOAT HOIST/WASH STATION AREA 29 GAS DOCK AND SERVICE OFFICE
October 26, 2023 North 0’ 75’ 150’ 300’ Scale: 1”=150’
WINDWARD POINTE
FINAL PUD PLAN - PHASING PLAN
project number: 23201268
Page 23 of 90
23201268-20231020-PREL2_converted 10/26/2023 @ 12:00 am
MUSKEGON LAKE NOTE: AT THE DEVELOPER’S DISCRETION, THE EXISTING
POND MAY CONNECT TO MUSKEGON LAKE (I.E. LAND BERM
REMOVED) SUBJECT TO E.G.L.E. AND A.C.E. APPROVAL
P7 16
16 P8 P9
19 2
2
16
3
P2 TRANSIENT/VISITO
R DOCKING 3
P6
POTENTIAL CRUISE
27 PIER 1
SHIP DOCKING (AT
DISCRETION OF DE THE 17
P12
WATER TAXI VELOPER)
PICK-UP TRANSIENT/VISITO
R DOCKING
16 M42 M43 M44
M41 M45
P10
22 M46 M47
4 M48
60’ SLIPS 16 23
P3 3 P4
P11
M20
M19 M21 M40 M49
PIER 2
24
12
3
M22 M50
50’ SLIPS 3 M39
13 M18
M2
PIER 3 M1 3
P5 M23 M38
M51
M17
M3 16 A21
45’ SLIPS
4 A22 A20 M52
M24
17
M37 5 A19
R16-
PIER 4
M4
M16 7
M53
2
P13
5
0-1
M25
1
M36
8-2
R1
M8
R1
40’ SLIPS
R1-3 R4-6 M5 M9
R7-9 M15
3
5
2-2
PIER 5 M6 18 M7 M26 M35 M54
R2
R34-35 R30-33 R2 M10 A16
6-29 8
M14 A17 A18
50’ SLIPS
M11 4 M27 M34 M55
29 M13
M12 15
12
21 MU4 MU3
28
P1
A7
10 7
A6 M28 M56
P14
11 A5 18 M33
20 A15 A14
17 25 9 9 5 A13 A12 4
M57
MU1 MU2 M29 M32
A1 A2 6 A3 M30 M31
A4 14
P15
18 A8 A9 7 A10
26 1 A11
P15 18
1
LAKESHORE DRIVE
ET
1 26
RE
LAURUE STREET
SHERIN STREET
LEBOEUF STREET
LINCOLN STREET
K ST
AR M
DEN
HARRISON AVENUE
LEGEND SUMMARY OF LAND USE SITE REGULATING STANDARDS GENERAL NOTES
1. SPEED LIMITS THROUGHOUT THE PROPOSED DEVELOPMENT WILL BE A MAXIMUM OF 15 MPH.
1 SITE ENTRANCE
10
IN-OUT DRY BOAT STORAGE (155’ X 720’ BUILDING STAGING SLIPS FOR IN/OUT SERVICE AND GAS DOCK / SITE LOCATION: 2400 & 2850 LAKESHORE DR. MUSKEGON, MICHIGAN MULTIPLE FAMILY BUILDINGS [A1-A22] ALIGNED LOTS [34’ X 150’ TYP.]
2. TYPICAL STREET TREE SPACING WILL BE 35 FT. TO 45 FT. ON CENTER, DEPENDING ON SPECIES AND SITE CONSTRAINTS (E.G. CONFLICTS WITH
WITH APPROXIMATELY 350 STORAGE SPACES) 21 PUMP OUT DOCK 1. ALLOWABLE USES: MULTIPLE FAMILY DWELLINGS (APARTMENTS OF CONDOMINIUMS), 1. ALLOWABLE USES: DETACHED SINGLE FAMILY DWELLING
UTILITIES, STREET LIGHTS, DRIVEWAYS, ETC.)
SITE AREA = 122.94 AC. SENIOR LIVING FACILITY, AND PERMITTED USES WITHIN THE B-2 DISTRICT AT GROUND 2. MAXIMUM BUILDING HEIGHT = 3 STORIES PLUS BASEMENT
3. WAYFINDING SIGNAGE WILL BE STRATEGICALLY PLACED THROUGHOUT THE DEVELOPMENT TO DIRECT PEDESTRIANS TO SITE FEATURES
FLOOR OF BUILDINGS A1-A4 3. SETBACKS
2 SINGLE FAMILY STAGGERED LOT (26’-22’ X 205’ TYP.) - 11 MARINA RESTROOMS
EXISTING ZONING = I-2 (GENERAL INDUSTRIAL) 2. MAXIMUM BUILDING HEIGHT = 6 STORIES OR 90 FT., WHICHEVER IS LESS FRONT YARD = 22 FT. MIN.
INCLUDING KAYAK LAUNCHES, NATURAL FEATURES, TRAILS, FISHING PLATFORMS, PARKS, CLUBHOUSES, BIKE PATHS, RETAIL CORRIDOR(S), DOG
MAY BE COMBINED TO CREATE LARGER WATERFRONT
22 FENCED DOG PARK AND POLLINATOR GARDEN AREA
3. MINIMUM BUILDING TO BUILDING SEPARATION [FOUNDATION WALL TO FOUNDATION SIDE YARD = 5 FT. MIN.
4.
PARKS, ETC.
OUTDOOR ENTERTAINMENT AT THE RESTAURANT AND OTHER PUBLIC SPACES WILL BE ALLOWED BETWEEN THE HOURS OF 10 A.M. AND 11 P.M AND
LOTS
PROPOSED ZONING = PUD (PLANNED UNIT DEVELOPMENT) WALL] = 25 FT. REAR YARD = 15 FT. MIN. FROM O.H.W.M.
12 CLUBHOUSES WITH POOLS AND SPORT COURTS
4. MINIMUM DISTANCE TO AJACENT ROADS (EXCLUDES PARKING DRIVE AISLES) = 25 FT. 5.
NOT PERMITTED BETWEEN 11PM AND 10AM.
THERE WILL BE NO GATES OR FENCES WITHIN THE DEVELOPMENT EXCEPT FOR PIERS 2, 3, 4, AND 5; DOG PARKS; SPORT COURTS; PLAYGROUNDS,
23 PLAYGROUND PROPOSED DWELLINGS STAGGERED LOTS [22’-26’ X 205’ TYP.]
POOLS; DUMPSTER ENCLOSURES; AND ABOVE GROUND UTILITY SCREENING.
3 SINGLE FAMILY ALIGNED LOT (34’ X 150’ TYP.) - MAY BE 26’/22’X205’ LOTS = 108 DWELLINGS ROWHOUSES [R1-R35] 1. ALLOWABLE USES: DETACHED SINGLE FAMILY DWELLING
6. ALL PUBLIC AMENITY AREAS WILL BE OWNED AND MAINTAINED BY THE DEVELOPMENT ASSOCIATION IN PERPETUITY AS A MEANS OF MAINTAINING A
COMBINED TO CREATE LARGER WATERFRONT LOTS CLUBHOUSE WITH RESTAURANT,EVENT SPACE, 34’X150’ LOTS = 115 DWELLINGS 1. ALLOWABLE USES: ATTACHED SINGLE FAMILY DWELLINGS 2. MAXIMUM BUILDING HEIGHT = 3 STORIES PLUS BASEMENT
13 POOL, AND PUBLIC RESTROOMS WOODLAND PRESERVATION AREA AND ON-LEASH DOG “MANSION” LOT DWELLINGS = UP TO 684 DWELLINGS (57 BLDGS) 2. MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS 3. SETBACKS
HIGH LEVEL OF CARE AND LESSENING THE BURDEN ON PUBLICLY FUNDED CITY AGENCIES.
24 PARK MULTIPLE-FAMILY APTS/CONDOS = UP TO 1,320 DWELLINGS (22 BLDGS) 3. MINIMUM BUILDING TO BUILDING SEPARATION [FOUNDATION WALL TO FOUNDATION FRONT YARD = 22 FT. MIN.
7. FINAL DUMPSTER ENCLOSURE LOCATIONS SHALL BE REVIEWED AND APPROVED BY CITY OF MUSKEGON STAFF.
8. SNOW SHALL BE STORED IN DESIGNATED AREAS, AS SPECIFIED BY CITY OF MUSKEGON MAINTENANCE PERSONNEL OR REMOVED FROM THE SITE
10-12 UNIT FRONT-LOADED CONDO OR APARTMENT 18’ X 40’ TOWNHOMES = 35 UNITS (10 BLDGS) WALL] = 16 FT. SIDE YARD = 0 FT. MIN.
4 MIXED-USE APARTMENTS = 55 DWELLINGS (4 BLDGS) 4. MINIMUM DISTANCES TO ADJACENT ROAD OR SIDEWALK = 10 FT. REAR YARD = 15 FT. MIN. FROM O.H.W.M.
AS NEEDED.
“MANSION” LOTS (100’ X 150’ TYP.) 14 RETAIL BUILDING 9. BIKE PARKING SHALL BE PROVIDED AT RETAIL CORRIDOR(S), CLUBHOUSES, AND VARIOUS PUBIC SPACES THROUGHOUT THE DEVELOPMENT. FINAL
25 FUTURE RESTAURANT
PROPOSED DENSITY = 18.8 D.U./AC. FRONT-LOADED MANSION LOTS [M1-M20 & M41-M57] CLUBHOUSE [SITE FEATURES 12 AND 13 ON THE PLAN]
LOCATIONS AND DESIGN OF BIKE PARKING FACILITIES TO BE COORDINATED WITH CITY OF MUSKEGON STAFF.
10. PROPOSED LIGHTING SHALL CONSIST OF WALL-MOUNTED LIGHTS AND LIGHT POLES BOTH FITTED WITH DOWN CAST TYPE FIXTURES TO BE
1. ALLOWABLE USES: MULTIPLE FAMILY DWELLING 1. ALLOWABLE USES: COMMUNITY CENTER; EVENT CENTER RECREATION CENTER;
5
10-12 UNIT REAR-LOADED CONDO OR APARTMENT 15 PUBLIC NATURE VIEW BOARDWALK
RETAIL/OFFICE SPACE (MU1-MU4) = 42,780 SQ.FT. 2. MAXIMUM BUILDING HEIGHT = 5 STORIES OR 80 FT., WHICHEVER IS LESS RESTAURANT, COCKTAIL LOUNGE, AND BREWPUB; AND MUSIC VENUE (INDOOR AND
SPECIFIED BY LIGHTING CONSULTANT. LIGHTING SHALL BE COORIDNATED WITH CITY STAFF TO CLUSTER IN DESIRED HIGH TRAFFIC PUBLIC AREAS.
“MANSION” LOTS (100’ X 115’ TYP.) TRAFFIC CALMING STREET TREATMENTS (E.G. ALL LIGHTING SHALL BE SHIELDED FROM ADJACENT PROPERTIES.
(NOT INLCUDING FUTURE IMPROVEMENTS) 3. SETBACKS OUTDOOR)
11. GROUND FLOOR LEVELS OF BUILDINGS A1-A4 ARE INTENDED TO BE REPURPOSED AS ADDITIONAL RETAIL OR OFFICE SPACE AS NEEDED PER
26 ROUNDABOUT, SIGNALIZED BIKE CROSSING) TO BE FRONT YARD = 22 FT. MIN. (15 FT. MIN. ON SECONDARY FRONT YARD OF CORNER 2. MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS
MARKET CONDITIONS. THE CONVERSION OF GROUND FLOOR USES WILL BEGIN AT BUILDING A1 AND EXTEND TO THE EAST SEQUENTIALLY ENDING
PUBLIC PARKLET WITH WATERFRONT ACCESS AND COORDINATED WITH CITY OF MUSKEGON 3. MINIMUM DISTANCE TO OHWM = 15 FT.
4 TO 6-STORY APARTMENT OR CONDO BUILDING WITH 16 FISHING DOCK
BOAT STORAGE = 111,600 SQ.FT. (350 SPACES) LOTS)
SIDE YARD = 5 FT. MIN. 4. MINIMUM DISTANCE FROM ADJACENT LOT LINES = 15 FT.
AT BUILDING A4.
12. AREAS P7 AND P8 WILL NOT ALLOW FOR FISHING IF ADJACENT WATERS ARE FOUND TO BE UNSUITABLE BY ENVIRONMENTAL SPECIALISTS.
6 GROUND FLOOR PARKING OR POSSIBLE FUTURE BOAT DOCKING SPACES = 251 REAR YARD = 15 FT. MIN. 13. TOPOGRAPHICAL REQUIREMENT PER 2101.3.E, EXISTING TOPOGRAPHY IS DEPICTED WITH CONTOURS AT 1-FT INTERVALS ON THE EXISTING
GROUND FLOOR RETAIL [BUILDINGS A1-A4] BREAK WALL/WAVE ATTENUATOR WITH PUBLIC WALKING 118’ SLIP = 1 SLIP MIXED USE [MU1-MU4]
CONDITIONS PLAN. FINAL TOPOGRAPHIC CHANGES SHALL BE IN COMPLIANCE WITH EGLE DUE CARE PLAN CRITERIA. AREAS OF FILL MUST BE
17 PUBLIC PARKLET WITH BOARDWALK, FISHING PATH, FISHING PLATFORM AND TRANSIENT/VISITOR/ 103’ SLIP = 1 SLIP REAR-LOADED MANSION LOTS [M21-M40] 1. ALLOWABLE USES: GROUND FLOOR - PERMITTED USES IN THE B-2 DISTRICT, UPPER LEVELS
COMPACTED TO DENSITY SPECIFIED BY GEOTECH CONSULTANT.
PLATFORM, AND KAYAK LAUNCH 27 SHOPPER DOCKING ON NORTH AND SOUTH SIDES OF 98’ SLIP = 1 SLIP 1. ALLOWABLE USES: MULTIPLE FAMILY DWELLING - MULTIPLE FAMILY DWELLINGS
14. THE PROJECT WILL BE SERVED BY PUBLIC WATERMAIN, PUBLIC SANITARY SEWER, AND PUBLIC AND PRIVATE STORMWATER MANAGEMENT
4 TO 6-STORY APARTMENT OR CONDO BUILDING WITH 93’ SLIPS = 1 SLIP 2. MAXIMUM BUILDING HEIGHT = 5 STORIES OR 80 FT., WHICHEVER IS LESS 2. MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS
PIER SYSTEMS. WATERMAIN, SANITARY SEWER, AND STORMWATER MANAGEMENT MEASURES SHALL MEET CITY, COUNTY, AND STATE OF MICHIGAN
7 GROUND FLOOR PARKING [BUILDINGS A5-A22] 60’ SLIPS = 24 SLIPS 3. SETBACKS 3. MINIMUM DISTANCE FROM ADJACENT LOT LINES = 15 FT.
REQUIREMENTS. “DRY UTILITIES,” WHICH INCLUDE ELECTRIC SERVICE, TELECOMMUNICATIONS, AND NATURAL GAS, WILL BE WILL BE INSTALLED
50’ SLIPS = 77 SLIPS FRONT YARD = 12 FT. TO 20 FT. MIN. BUILD-TO-LINE (15 FT. MIN. SETBACK ON
18 MULTI-MODAL TRAIL CONNECTOR
45’ SLIPS = 54 SLIPS SECONDARY FRONT YARD OF CORNER LOTS) BOAT STORAGE BUILDING
15.
UNDERGROUND AND WILL BE PROVIDED TO EACH SITE.
A TRAFFIC STUDY SHALL BE CONDUCTED AND REVIEWED BY THE PUBLIC WORKS DIRECTOR PRIOR TO CONSTRUCTION.
POSSIBLE FUTURE 1 TO 3-STORY RETAIL/OFFICE STACK, 40’ SLIPS = 56 SLIPS SIDE YARD = 5 FT. MIN. 1. ALLOWABLE USES: BOAT STORAGE AND SIMILAR OR ACCESSORY USE, PREMITTED USES
8 REAR LOAD ROWHOUSES (18’ X 40’ TYP.) [R1-R35]
28
WHICH MAY INCLUDE COFFEE SHOP, SANDWICH SHOP, TRANSIENT/VISITOR/SHOPPER DOCKING SPACES = 1400 LINEAR FEET REAR YARD = 1 FT. MIN. WITHIN THE B-2 DISTRICT
16.
17.
A STORMWATER PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.
A LANDSCAPE MANAGEMENT PLAN FOR A NATIVE VEGETATION PLANTING ZONE AROUND THE WATERFRONT HOMES, PATHS AND PATIOS WITHIN 30
19 POOL AND RESTROOM BUILDING FOR WINDWARD CONVENIENCE STORE, SHIP STORE, MARINA OFFICE, AND/ 2. MAXIMUM BUILDING HEIGHT = 50 FT.
FEET OF THE O.HW.M. SHALL BE SUBMITTED BY THE DEVELOPER AND APPROVED BY THE PUBLIC WORKS DIRECTOR.
POINTE RESIDENTS OR ROOFTOP DECK.
18. A PROPOSED UTILITIES PLAN SHALL SUBMITTED TO AND APPROVED BY THE PUBLIC WORKS DIRECTOR PRIOR TO CONSTRUCTION.
MIXED-USE BUILDING (GROUND FLOOR RETAIL,
9 APARTMENTS ABOVE) [MU1-MU4]
19. ALL MARINA SLIPS WILL HAVE FIRE ACCESS.
20. ALL APPLICABLE CITY, STATE, AND FEDERAL PERMITS SHALL BE GRANTED PRIOR TO CONSTRUCTION OF IMPACTED SITE FEATURES.
20 BOAT HOIST/WASH STATION AREA 29 GAS DOCK AND SERVICE OFFICE
October 26, 2023 North 0’ 75’ 150’ 300’ Scale: 1”=150’
WINDWARD POINTE
FINAL PUD PLAN - PUBLIC AMENITY & PEDESTRIAN CIRCULATION EXHIBIT
project number: 23201268
Page 24 of 90
23201268-20231020-PREL2_converted 10/26/2023 @ 12:00 am
MUSKEGON LAKE NOTE: AT THE DEVELOPER’S DISCRETION, THE EXISTING
POND MAY CONNECT TO MUSKEGON LAKE (I.E. LAND BERM
REMOVED) SUBJECT TO E.G.L.E. AND A.C.E. APPROVAL
P7 16
16 P8 P9
19 2
2
16
3
P2 TRANSIENT/VISITO
R DOCKING 3
P6
POTENTIAL CRUISE
27 PIER 1
SHIP DOCKING (AT
DISCRETION OF DE THE 17
P12
WATER TAXI VELOPER)
PICK-UP TRANSIENT/VISITO
R DOCKING
16 M42 M43 M44
M41 M45
P10
22 M46 M47
4 M48
60’ SLIPS 16 23
P3 3 P4
P11
M20
M19 M21 M40 M49
PIER 2
24
12
3
M22 M50
50’ SLIPS 3 M39
13 M18
M2
PIER 3 M1 3
P5 M23 M38
M51
M17
M3 16 A21
45’ SLIPS
4 A22 A20 M52
M24
17
M37 5 A19
R16-
PIER 4
M4
M16 7
M53
2
P13
5
0-1
M25
1
M36
8-2
R1
M8
R1
40’ SLIPS
R1-3 R4-6 M5 M9
R7-9 M15
3
5
2-2
PIER 5 M6 18 M7 M26 M35 M54
R2
R34-35 R30-33 R2 M10 A16
6-29 8
M14 A17 A18
50’ SLIPS
M11 4 M27 M34 M55
29 M13
M12 15
12
21 MU4 MU3
28
P1
A7
10 7
A6 M28 M56
P14
11 A5 18 M33
20 A15 A14
17 25 9 9 5 A13 A12 4
M57
MU1 MU2 M29 M32
A1 A2 6 A3 M30 M31
A4 14
P15
18 A8 A9 7 A10
26 1 A11
P15 18
1
LAKESHORE DRIVE
ET
1 26
RE
LAURUE STREET
SHERIN STREET
LEBOEUF STREET
LINCOLN STREET
K ST
AR M
DEN
HARRISON AVENUE
LEGEND SUMMARY OF LAND USE SITE REGULATING STANDARDS GENERAL NOTES
1. SPEED LIMITS THROUGHOUT THE PROPOSED DEVELOPMENT WILL BE A MAXIMUM OF 15 MPH.
1 SITE ENTRANCE
10
IN-OUT DRY BOAT STORAGE (155’ X 720’ BUILDING STAGING SLIPS FOR IN/OUT SERVICE AND GAS DOCK / SITE LOCATION: 2400 & 2850 LAKESHORE DR. MUSKEGON, MICHIGAN MULTIPLE FAMILY BUILDINGS [A1-A22] ALIGNED LOTS [34’ X 150’ TYP.]
2. TYPICAL STREET TREE SPACING WILL BE 35 FT. TO 45 FT. ON CENTER, DEPENDING ON SPECIES AND SITE CONSTRAINTS (E.G. CONFLICTS WITH
WITH APPROXIMATELY 350 STORAGE SPACES) 21 PUMP OUT DOCK 1. ALLOWABLE USES: MULTIPLE FAMILY DWELLINGS (APARTMENTS OF CONDOMINIUMS), 1. ALLOWABLE USES: DETACHED SINGLE FAMILY DWELLING
UTILITIES, STREET LIGHTS, DRIVEWAYS, ETC.)
SITE AREA = 122.94 AC. SENIOR LIVING FACILITY, AND PERMITTED USES WITHIN THE B-2 DISTRICT AT GROUND 2. MAXIMUM BUILDING HEIGHT = 3 STORIES PLUS BASEMENT
3. WAYFINDING SIGNAGE WILL BE STRATEGICALLY PLACED THROUGHOUT THE DEVELOPMENT TO DIRECT PEDESTRIANS TO SITE FEATURES
FLOOR OF BUILDINGS A1-A4 3. SETBACKS
2 SINGLE FAMILY STAGGERED LOT (26’-22’ X 205’ TYP.) - 11 MARINA RESTROOMS
EXISTING ZONING = I-2 (GENERAL INDUSTRIAL) 2. MAXIMUM BUILDING HEIGHT = 6 STORIES OR 90 FT., WHICHEVER IS LESS FRONT YARD = 22 FT. MIN.
INCLUDING KAYAK LAUNCHES, NATURAL FEATURES, TRAILS, FISHING PLATFORMS, PARKS, CLUBHOUSES, BIKE PATHS, RETAIL CORRIDOR(S), DOG
MAY BE COMBINED TO CREATE LARGER WATERFRONT
22 FENCED DOG PARK AND POLLINATOR GARDEN AREA
3. MINIMUM BUILDING TO BUILDING SEPARATION [FOUNDATION WALL TO FOUNDATION SIDE YARD = 5 FT. MIN.
4.
PARKS, ETC.
OUTDOOR ENTERTAINMENT AT THE RESTAURANT AND OTHER PUBLIC SPACES WILL BE ALLOWED BETWEEN THE HOURS OF 10 A.M. AND 11 P.M AND
LOTS
PROPOSED ZONING = PUD (PLANNED UNIT DEVELOPMENT) WALL] = 25 FT. REAR YARD = 15 FT. MIN. FROM O.H.W.M.
12 CLUBHOUSES WITH POOLS AND SPORT COURTS
4. MINIMUM DISTANCE TO AJACENT ROADS (EXCLUDES PARKING DRIVE AISLES) = 25 FT. 5.
NOT PERMITTED BETWEEN 11PM AND 10AM.
THERE WILL BE NO GATES OR FENCES WITHIN THE DEVELOPMENT EXCEPT FOR PIERS 2, 3, 4, AND 5; DOG PARKS; SPORT COURTS; PLAYGROUNDS,
23 PLAYGROUND PROPOSED DWELLINGS STAGGERED LOTS [22’-26’ X 205’ TYP.]
POOLS; DUMPSTER ENCLOSURES; AND ABOVE GROUND UTILITY SCREENING.
3 SINGLE FAMILY ALIGNED LOT (34’ X 150’ TYP.) - MAY BE 26’/22’X205’ LOTS = 108 DWELLINGS ROWHOUSES [R1-R35] 1. ALLOWABLE USES: DETACHED SINGLE FAMILY DWELLING
6. ALL PUBLIC AMENITY AREAS WILL BE OWNED AND MAINTAINED BY THE DEVELOPMENT ASSOCIATION IN PERPETUITY AS A MEANS OF MAINTAINING A
COMBINED TO CREATE LARGER WATERFRONT LOTS CLUBHOUSE WITH RESTAURANT,EVENT SPACE, 34’X150’ LOTS = 115 DWELLINGS 1. ALLOWABLE USES: ATTACHED SINGLE FAMILY DWELLINGS 2. MAXIMUM BUILDING HEIGHT = 3 STORIES PLUS BASEMENT
13 POOL, AND PUBLIC RESTROOMS WOODLAND PRESERVATION AREA AND ON-LEASH DOG “MANSION” LOT DWELLINGS = UP TO 684 DWELLINGS (57 BLDGS) 2. MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS 3. SETBACKS
HIGH LEVEL OF CARE AND LESSENING THE BURDEN ON PUBLICLY FUNDED CITY AGENCIES.
24 PARK MULTIPLE-FAMILY APTS/CONDOS = UP TO 1,320 DWELLINGS (22 BLDGS) 3. MINIMUM BUILDING TO BUILDING SEPARATION [FOUNDATION WALL TO FOUNDATION FRONT YARD = 22 FT. MIN.
7. FINAL DUMPSTER ENCLOSURE LOCATIONS SHALL BE REVIEWED AND APPROVED BY CITY OF MUSKEGON STAFF.
8. SNOW SHALL BE STORED IN DESIGNATED AREAS, AS SPECIFIED BY CITY OF MUSKEGON MAINTENANCE PERSONNEL OR REMOVED FROM THE SITE
10-12 UNIT FRONT-LOADED CONDO OR APARTMENT 18’ X 40’ TOWNHOMES = 35 UNITS (10 BLDGS) WALL] = 16 FT. SIDE YARD = 0 FT. MIN.
4 MIXED-USE APARTMENTS = 55 DWELLINGS (4 BLDGS) 4. MINIMUM DISTANCES TO ADJACENT ROAD OR SIDEWALK = 10 FT. REAR YARD = 15 FT. MIN. FROM O.H.W.M.
AS NEEDED.
“MANSION” LOTS (100’ X 150’ TYP.) 14 RETAIL BUILDING 9. BIKE PARKING SHALL BE PROVIDED AT RETAIL CORRIDOR(S), CLUBHOUSES, AND VARIOUS PUBIC SPACES THROUGHOUT THE DEVELOPMENT. FINAL
25 FUTURE RESTAURANT
PROPOSED DENSITY = 18.8 D.U./AC. FRONT-LOADED MANSION LOTS [M1-M20 & M41-M57] CLUBHOUSE [SITE FEATURES 12 AND 13 ON THE PLAN]
LOCATIONS AND DESIGN OF BIKE PARKING FACILITIES TO BE COORDINATED WITH CITY OF MUSKEGON STAFF.
10. PROPOSED LIGHTING SHALL CONSIST OF WALL-MOUNTED LIGHTS AND LIGHT POLES BOTH FITTED WITH DOWN CAST TYPE FIXTURES TO BE
1. ALLOWABLE USES: MULTIPLE FAMILY DWELLING 1. ALLOWABLE USES: COMMUNITY CENTER; EVENT CENTER RECREATION CENTER;
5
10-12 UNIT REAR-LOADED CONDO OR APARTMENT 15 PUBLIC NATURE VIEW BOARDWALK
RETAIL/OFFICE SPACE (MU1-MU4) = 42,780 SQ.FT. 2. MAXIMUM BUILDING HEIGHT = 5 STORIES OR 80 FT., WHICHEVER IS LESS RESTAURANT, COCKTAIL LOUNGE, AND BREWPUB; AND MUSIC VENUE (INDOOR AND
SPECIFIED BY LIGHTING CONSULTANT. LIGHTING SHALL BE COORIDNATED WITH CITY STAFF TO CLUSTER IN DESIRED HIGH TRAFFIC PUBLIC AREAS.
“MANSION” LOTS (100’ X 115’ TYP.) TRAFFIC CALMING STREET TREATMENTS (E.G. ALL LIGHTING SHALL BE SHIELDED FROM ADJACENT PROPERTIES.
(NOT INLCUDING FUTURE IMPROVEMENTS) 3. SETBACKS OUTDOOR)
11. GROUND FLOOR LEVELS OF BUILDINGS A1-A4 ARE INTENDED TO BE REPURPOSED AS ADDITIONAL RETAIL OR OFFICE SPACE AS NEEDED PER
26 ROUNDABOUT, SIGNALIZED BIKE CROSSING) TO BE FRONT YARD = 22 FT. MIN. (15 FT. MIN. ON SECONDARY FRONT YARD OF CORNER 2. MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS
MARKET CONDITIONS. THE CONVERSION OF GROUND FLOOR USES WILL BEGIN AT BUILDING A1 AND EXTEND TO THE EAST SEQUENTIALLY ENDING
PUBLIC PARKLET WITH WATERFRONT ACCESS AND COORDINATED WITH CITY OF MUSKEGON 3. MINIMUM DISTANCE TO OHWM = 15 FT.
4 TO 6-STORY APARTMENT OR CONDO BUILDING WITH 16 FISHING DOCK
BOAT STORAGE = 111,600 SQ.FT. (350 SPACES) LOTS)
SIDE YARD = 5 FT. MIN. 4. MINIMUM DISTANCE FROM ADJACENT LOT LINES = 15 FT.
AT BUILDING A4.
12. AREAS P7 AND P8 WILL NOT ALLOW FOR FISHING IF ADJACENT WATERS ARE FOUND TO BE UNSUITABLE BY ENVIRONMENTAL SPECIALISTS.
6 GROUND FLOOR PARKING OR POSSIBLE FUTURE BOAT DOCKING SPACES = 251 REAR YARD = 15 FT. MIN. 13. TOPOGRAPHICAL REQUIREMENT PER 2101.3.E, EXISTING TOPOGRAPHY IS DEPICTED WITH CONTOURS AT 1-FT INTERVALS ON THE EXISTING
GROUND FLOOR RETAIL [BUILDINGS A1-A4] BREAK WALL/WAVE ATTENUATOR WITH PUBLIC WALKING 118’ SLIP = 1 SLIP MIXED USE [MU1-MU4]
CONDITIONS PLAN. FINAL TOPOGRAPHIC CHANGES SHALL BE IN COMPLIANCE WITH EGLE DUE CARE PLAN CRITERIA. AREAS OF FILL MUST BE
17 PUBLIC PARKLET WITH BOARDWALK, FISHING PATH, FISHING PLATFORM AND TRANSIENT/VISITOR/ 103’ SLIP = 1 SLIP REAR-LOADED MANSION LOTS [M21-M40] 1. ALLOWABLE USES: GROUND FLOOR - PERMITTED USES IN THE B-2 DISTRICT, UPPER LEVELS
COMPACTED TO DENSITY SPECIFIED BY GEOTECH CONSULTANT.
PLATFORM, AND KAYAK LAUNCH 27 SHOPPER DOCKING ON NORTH AND SOUTH SIDES OF 98’ SLIP = 1 SLIP 1. ALLOWABLE USES: MULTIPLE FAMILY DWELLING - MULTIPLE FAMILY DWELLINGS
14. THE PROJECT WILL BE SERVED BY PUBLIC WATERMAIN, PUBLIC SANITARY SEWER, AND PUBLIC AND PRIVATE STORMWATER MANAGEMENT
4 TO 6-STORY APARTMENT OR CONDO BUILDING WITH 93’ SLIPS = 1 SLIP 2. MAXIMUM BUILDING HEIGHT = 5 STORIES OR 80 FT., WHICHEVER IS LESS 2. MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS
PIER SYSTEMS. WATERMAIN, SANITARY SEWER, AND STORMWATER MANAGEMENT MEASURES SHALL MEET CITY, COUNTY, AND STATE OF MICHIGAN
7 GROUND FLOOR PARKING [BUILDINGS A5-A22] 60’ SLIPS = 24 SLIPS 3. SETBACKS 3. MINIMUM DISTANCE FROM ADJACENT LOT LINES = 15 FT.
REQUIREMENTS. “DRY UTILITIES,” WHICH INCLUDE ELECTRIC SERVICE, TELECOMMUNICATIONS, AND NATURAL GAS, WILL BE WILL BE INSTALLED
50’ SLIPS = 77 SLIPS FRONT YARD = 12 FT. TO 20 FT. MIN. BUILD-TO-LINE (15 FT. MIN. SETBACK ON
18 MULTI-MODAL TRAIL CONNECTOR
45’ SLIPS = 54 SLIPS SECONDARY FRONT YARD OF CORNER LOTS) BOAT STORAGE BUILDING
15.
UNDERGROUND AND WILL BE PROVIDED TO EACH SITE.
A TRAFFIC STUDY SHALL BE CONDUCTED AND REVIEWED BY THE PUBLIC WORKS DIRECTOR PRIOR TO CONSTRUCTION.
POSSIBLE FUTURE 1 TO 3-STORY RETAIL/OFFICE STACK, 40’ SLIPS = 56 SLIPS SIDE YARD = 5 FT. MIN. 1. ALLOWABLE USES: BOAT STORAGE AND SIMILAR OR ACCESSORY USE, PREMITTED USES
8 REAR LOAD ROWHOUSES (18’ X 40’ TYP.) [R1-R35]
28
WHICH MAY INCLUDE COFFEE SHOP, SANDWICH SHOP, TRANSIENT/VISITOR/SHOPPER DOCKING SPACES = 1400 LINEAR FEET REAR YARD = 1 FT. MIN. WITHIN THE B-2 DISTRICT
16.
17.
A STORMWATER PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.
A LANDSCAPE MANAGEMENT PLAN FOR A NATIVE VEGETATION PLANTING ZONE AROUND THE WATERFRONT HOMES, PATHS AND PATIOS WITHIN 30
19 POOL AND RESTROOM BUILDING FOR WINDWARD CONVENIENCE STORE, SHIP STORE, MARINA OFFICE, AND/ 2. MAXIMUM BUILDING HEIGHT = 50 FT.
FEET OF THE O.HW.M. SHALL BE SUBMITTED BY THE DEVELOPER AND APPROVED BY THE PUBLIC WORKS DIRECTOR.
POINTE RESIDENTS OR ROOFTOP DECK.
18. A PROPOSED UTILITIES PLAN SHALL SUBMITTED TO AND APPROVED BY THE PUBLIC WORKS DIRECTOR PRIOR TO CONSTRUCTION.
MIXED-USE BUILDING (GROUND FLOOR RETAIL,
9 APARTMENTS ABOVE) [MU1-MU4]
19. ALL MARINA SLIPS WILL HAVE FIRE ACCESS.
20. ALL APPLICABLE CITY, STATE, AND FEDERAL PERMITS SHALL BE GRANTED PRIOR TO CONSTRUCTION OF IMPACTED SITE FEATURES.
20 BOAT HOIST/WASH STATION AREA 29 GAS DOCK AND SERVICE OFFICE
October 26, 2023 North 0’ 75’ 150’ 300’ Scale: 1”=150’
WINDWARD POINTE
FINAL PUD PLAN - PUBLIC AREA & PEDESTRIAN CIRCULATION EXHIBIT
project number: 23201268
Page 25 of 90
23201268-20231020-PREL2_converted 10/26/2023 @ 12:00 am
MUSKEGON LAKE NOTE: AT THE DEVELOPER’S DISCRETION, THE EXISTING
POND MAY CONNECT TO MUSKEGON LAKE (I.E. LAND BERM
REMOVED) SUBJECT TO E.G.L.E. AND A.C.E. APPROVAL
P7 16
16 P8 P9
19 2
2
16
3
P2 TRANSIENT/VISITO
POTENTIAL CRUISE
R DOCKING 3
27 PIER 1
SHIP DOCKING (AT
THE 17
P12
DISCRETION OF DE
WATER TAXI VELOPER)
P4
PICK-UP TRANSIENT/VISITO
R DOCKING
16 M42 M43 M44
P10 22 M41 M45 M46 M47
P6
4 M48
60’ SLIPS 16 23
PIER 2
P3 3
M19
M20
M21 M40 P11 M49
24
12
3
M22 M50
50’ SLIPS 3 M39
13 M18
P5
M2
PIER 3 M1 3 M51
M23 M38
M17
M3 16 A21
45’ SLIPS
4 A22 A20 M52
M24
17
M37 5 A19
P13
R16-
M16 2
PIER 4 7
M4
M53
5
0-1
M25
1
M36
8-2
R1
40’ SLIPS
M8
R1
R1-3 R4-6 M5 M9
R7-9 M15
3
5
2-2
PIER 5 M6 18 M7 M26 M35 M54
R2
R34-35 R30-33 R2 M10 A16
6-29 8
M14 A17 A18
50’ SLIPS
M11 4 M27 M34 M55
29 M13
M12 15
12
21 MU4 MU3
28
P1 10
A7
7
A6 M56
P14
11 M28
A5 18 M33
20 A15 A14
17 25 9 9 5 A13 A12 4
M57
MU1 MU2 M29 M32
A1 A2 6 A3 M30 M31
A4
P15
18 14
A8 A9 7 A10 A11
26
P15
1
18
LAKESHORE DRIVE 1
ET
1 26
RE
LAURUE STREET
SHERIN STREET
LEBOEUF STREET
LINCOLN STREET
K ST
AR M
DEN
HARRISON AVENUE
LEGEND SUMMARY OF LAND USE SITE REGULATING STANDARDS GENERAL NOTES
1. SPEED LIMITS THROUGHOUT THE PROPOSED DEVELOPMENT WILL BE A MAXIMUM OF 15 MPH.
1 SITE ENTRANCE
10
IN-OUT DRY BOAT STORAGE (155’ X 720’ BUILDING STAGING SLIPS FOR IN/OUT SERVICE AND GAS DOCK / SITE LOCATION: 2400 & 2850 LAKESHORE DR. MUSKEGON, MICHIGAN MULTIPLE FAMILY BUILDINGS [A1-A22] ALIGNED LOTS [34’ X 150’ TYP.]
2. TYPICAL STREET TREE SPACING WILL BE 35 FT. TO 45 FT. ON CENTER, DEPENDING ON SPECIES AND SITE CONSTRAINTS (E.G. CONFLICTS WITH
WITH APPROXIMATELY 350 STORAGE SPACES) 21 PUMP OUT DOCK 1. ALLOWABLE USES: MULTIPLE FAMILY DWELLINGS (APARTMENTS OF CONDOMINIUMS), 1. ALLOWABLE USES: DETACHED SINGLE FAMILY DWELLING
UTILITIES, STREET LIGHTS, DRIVEWAYS, ETC.)
SITE AREA = 122.94 AC. SENIOR LIVING FACILITY, AND PERMITTED USES WITHIN THE B-2 DISTRICT AT GROUND 2. MAXIMUM BUILDING HEIGHT = 3 STORIES PLUS BASEMENT
3. WAYFINDING SIGNAGE WILL BE STRATEGICALLY PLACED THROUGHOUT THE DEVELOPMENT TO DIRECT PEDESTRIANS TO SITE FEATURES
FLOOR OF BUILDINGS A1-A4 3. SETBACKS
2 SINGLE FAMILY STAGGERED LOT (26’-22’ X 205’ TYP.) - 11 MARINA RESTROOMS
EXISTING ZONING = I-2 (GENERAL INDUSTRIAL) 2. MAXIMUM BUILDING HEIGHT = 6 STORIES OR 90 FT., WHICHEVER IS LESS FRONT YARD = 22 FT. MIN.
INCLUDING KAYAK LAUNCHES, NATURAL FEATURES, TRAILS, FISHING PLATFORMS, PARKS, CLUBHOUSES, BIKE PATHS, RETAIL CORRIDOR(S), DOG
MAY BE COMBINED TO CREATE LARGER WATERFRONT
22 FENCED DOG PARK AND POLLINATOR GARDEN AREA
3. MINIMUM BUILDING TO BUILDING SEPARATION [FOUNDATION WALL TO FOUNDATION SIDE YARD = 5 FT. MIN.
4.
PARKS, ETC.
OUTDOOR ENTERTAINMENT AT THE RESTAURANT AND OTHER PUBLIC SPACES WILL BE ALLOWED BETWEEN THE HOURS OF 10 A.M. AND 11 P.M AND
LOTS
PROPOSED ZONING = PUD (PLANNED UNIT DEVELOPMENT) WALL] = 25 FT. REAR YARD = 15 FT. MIN. FROM O.H.W.M.
12 CLUBHOUSES WITH POOLS AND SPORT COURTS
4. MINIMUM DISTANCE TO AJACENT ROADS (EXCLUDES PARKING DRIVE AISLES) = 25 FT. 5.
NOT PERMITTED BETWEEN 11PM AND 10AM.
THERE WILL BE NO GATES OR FENCES WITHIN THE DEVELOPMENT EXCEPT FOR PIERS 2, 3, 4, AND 5; DOG PARKS; SPORT COURTS; PLAYGROUNDS,
23 PLAYGROUND PROPOSED DWELLINGS STAGGERED LOTS [22’-26’ X 205’ TYP.]
POOLS; DUMPSTER ENCLOSURES; AND ABOVE GROUND UTILITY SCREENING.
3 SINGLE FAMILY ALIGNED LOT (34’ X 150’ TYP.) - MAY BE 26’/22’X205’ LOTS = 108 DWELLINGS ROWHOUSES [R1-R35] 1. ALLOWABLE USES: DETACHED SINGLE FAMILY DWELLING
6. ALL PUBLIC AMENITY AREAS WILL BE OWNED AND MAINTAINED BY THE DEVELOPMENT ASSOCIATION IN PERPETUITY AS A MEANS OF MAINTAINING A
COMBINED TO CREATE LARGER WATERFRONT LOTS CLUBHOUSE WITH RESTAURANT,EVENT SPACE, 34’X150’ LOTS = 115 DWELLINGS 1. ALLOWABLE USES: ATTACHED SINGLE FAMILY DWELLINGS 2. MAXIMUM BUILDING HEIGHT = 3 STORIES PLUS BASEMENT
13 POOL, AND PUBLIC RESTROOMS WOODLAND PRESERVATION AREA AND ON-LEASH DOG “MANSION” LOT DWELLINGS = UP TO 684 DWELLINGS (57 BLDGS) 2. MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS 3. SETBACKS
HIGH LEVEL OF CARE AND LESSENING THE BURDEN ON PUBLICLY FUNDED CITY AGENCIES.
24 PARK MULTIPLE-FAMILY APTS/CONDOS = UP TO 1,320 DWELLINGS (22 BLDGS) 3. MINIMUM BUILDING TO BUILDING SEPARATION [FOUNDATION WALL TO FOUNDATION FRONT YARD = 22 FT. MIN.
7. FINAL DUMPSTER ENCLOSURE LOCATIONS SHALL BE REVIEWED AND APPROVED BY CITY OF MUSKEGON STAFF.
8. SNOW SHALL BE STORED IN DESIGNATED AREAS, AS SPECIFIED BY CITY OF MUSKEGON MAINTENANCE PERSONNEL OR REMOVED FROM THE SITE
10-12 UNIT FRONT-LOADED CONDO OR APARTMENT 18’ X 40’ TOWNHOMES = 35 UNITS (10 BLDGS) WALL] = 16 FT. SIDE YARD = 0 FT. MIN.
4 MIXED-USE APARTMENTS = 55 DWELLINGS (4 BLDGS) 4. MINIMUM DISTANCES TO ADJACENT ROAD OR SIDEWALK = 10 FT. REAR YARD = 15 FT. MIN. FROM O.H.W.M.
AS NEEDED.
“MANSION” LOTS (100’ X 150’ TYP.) 14 RETAIL BUILDING 9. BIKE PARKING SHALL BE PROVIDED AT RETAIL CORRIDOR(S), CLUBHOUSES, AND VARIOUS PUBIC SPACES THROUGHOUT THE DEVELOPMENT. FINAL
25 FUTURE RESTAURANT
PROPOSED DENSITY = 18.8 D.U./AC. FRONT-LOADED MANSION LOTS [M1-M20 & M41-M57] CLUBHOUSE [SITE FEATURES 12 AND 13 ON THE PLAN]
LOCATIONS AND DESIGN OF BIKE PARKING FACILITIES TO BE COORDINATED WITH CITY OF MUSKEGON STAFF.
10. PROPOSED LIGHTING SHALL CONSIST OF WALL-MOUNTED LIGHTS AND LIGHT POLES BOTH FITTED WITH DOWN CAST TYPE FIXTURES TO BE
1. ALLOWABLE USES: MULTIPLE FAMILY DWELLING 1. ALLOWABLE USES: COMMUNITY CENTER; EVENT CENTER RECREATION CENTER;
5
10-12 UNIT REAR-LOADED CONDO OR APARTMENT 15 PUBLIC NATURE VIEW BOARDWALK
RETAIL/OFFICE SPACE (MU1-MU4) = 42,780 SQ.FT. 2. MAXIMUM BUILDING HEIGHT = 5 STORIES OR 80 FT., WHICHEVER IS LESS RESTAURANT, COCKTAIL LOUNGE, AND BREWPUB; AND MUSIC VENUE (INDOOR AND
SPECIFIED BY LIGHTING CONSULTANT. LIGHTING SHALL BE COORIDNATED WITH CITY STAFF TO CLUSTER IN DESIRED HIGH TRAFFIC PUBLIC AREAS.
“MANSION” LOTS (100’ X 115’ TYP.) TRAFFIC CALMING STREET TREATMENTS (E.G. ALL LIGHTING SHALL BE SHIELDED FROM ADJACENT PROPERTIES.
(NOT INLCUDING FUTURE IMPROVEMENTS) 3. SETBACKS OUTDOOR)
11. GROUND FLOOR LEVELS OF BUILDINGS A1-A4 ARE INTENDED TO BE REPURPOSED AS ADDITIONAL RETAIL OR OFFICE SPACE AS NEEDED PER
26 ROUNDABOUT, SIGNALIZED BIKE CROSSING) TO BE FRONT YARD = 22 FT. MIN. (15 FT. MIN. ON SECONDARY FRONT YARD OF CORNER 2. MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS
MARKET CONDITIONS. THE CONVERSION OF GROUND FLOOR USES WILL BEGIN AT BUILDING A1 AND EXTEND TO THE EAST SEQUENTIALLY ENDING
PUBLIC PARKLET WITH WATERFRONT ACCESS AND COORDINATED WITH CITY OF MUSKEGON 3. MINIMUM DISTANCE TO OHWM = 15 FT.
4 TO 6-STORY APARTMENT OR CONDO BUILDING WITH 16 FISHING DOCK
BOAT STORAGE = 111,600 SQ.FT. (350 SPACES) LOTS)
SIDE YARD = 5 FT. MIN. 4. MINIMUM DISTANCE FROM ADJACENT LOT LINES = 15 FT.
AT BUILDING A4.
12. AREAS P7 AND P8 WILL NOT ALLOW FOR FISHING IF ADJACENT WATERS ARE FOUND TO BE UNSUITABLE BY ENVIRONMENTAL SPECIALISTS.
6 GROUND FLOOR PARKING OR POSSIBLE FUTURE BOAT DOCKING SPACES = 251 REAR YARD = 15 FT. MIN. 13. TOPOGRAPHICAL REQUIREMENT PER 2101.3.E, EXISTING TOPOGRAPHY IS DEPICTED WITH CONTOURS AT 1-FT INTERVALS ON THE EXISTING
GROUND FLOOR RETAIL [BUILDINGS A1-A4] BREAK WALL/WAVE ATTENUATOR WITH PUBLIC WALKING 118’ SLIP = 1 SLIP MIXED USE [MU1-MU4]
CONDITIONS PLAN. FINAL TOPOGRAPHIC CHANGES SHALL BE IN COMPLIANCE WITH EGLE DUE CARE PLAN CRITERIA. AREAS OF FILL MUST BE
17 PUBLIC PARKLET WITH BOARDWALK, FISHING PATH, FISHING PLATFORM AND TRANSIENT/VISITOR/ 103’ SLIP = 1 SLIP REAR-LOADED MANSION LOTS [M21-M40] 1. ALLOWABLE USES: GROUND FLOOR - PERMITTED USES IN THE B-2 DISTRICT, UPPER LEVELS
COMPACTED TO DENSITY SPECIFIED BY GEOTECH CONSULTANT.
PLATFORM, AND KAYAK LAUNCH 27 SHOPPER DOCKING ON NORTH AND SOUTH SIDES OF 98’ SLIP = 1 SLIP 1. ALLOWABLE USES: MULTIPLE FAMILY DWELLING - MULTIPLE FAMILY DWELLINGS
14. THE PROJECT WILL BE SERVED BY PUBLIC WATERMAIN, PUBLIC SANITARY SEWER, AND PUBLIC AND PRIVATE STORMWATER MANAGEMENT
4 TO 6-STORY APARTMENT OR CONDO BUILDING WITH 93’ SLIPS = 1 SLIP 2. MAXIMUM BUILDING HEIGHT = 5 STORIES OR 80 FT., WHICHEVER IS LESS 2. MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS
PIER SYSTEMS. WATERMAIN, SANITARY SEWER, AND STORMWATER MANAGEMENT MEASURES SHALL MEET CITY, COUNTY, AND STATE OF MICHIGAN
7 GROUND FLOOR PARKING [BUILDINGS A5-A22] 60’ SLIPS = 24 SLIPS 3. SETBACKS 3. MINIMUM DISTANCE FROM ADJACENT LOT LINES = 15 FT.
REQUIREMENTS. “DRY UTILITIES,” WHICH INCLUDE ELECTRIC SERVICE, TELECOMMUNICATIONS, AND NATURAL GAS, WILL BE WILL BE INSTALLED
50’ SLIPS = 77 SLIPS FRONT YARD = 12 FT. TO 20 FT. MIN. BUILD-TO-LINE (15 FT. MIN. SETBACK ON
18 MULTI-MODAL TRAIL CONNECTOR
45’ SLIPS = 54 SLIPS SECONDARY FRONT YARD OF CORNER LOTS) BOAT STORAGE BUILDING
15.
UNDERGROUND AND WILL BE PROVIDED TO EACH SITE.
A TRAFFIC STUDY SHALL BE CONDUCTED AND REVIEWED BY THE PUBLIC WORKS DIRECTOR PRIOR TO CONSTRUCTION.
POSSIBLE FUTURE 1 TO 3-STORY RETAIL/OFFICE STACK, 40’ SLIPS = 56 SLIPS SIDE YARD = 5 FT. MIN. 1. ALLOWABLE USES: BOAT STORAGE AND SIMILAR OR ACCESSORY USE, PREMITTED USES
8 REAR LOAD ROWHOUSES (18’ X 40’ TYP.) [R1-R35]
28
WHICH MAY INCLUDE COFFEE SHOP, SANDWICH SHOP, TRANSIENT/VISITOR/SHOPPER DOCKING SPACES = 1400 LINEAR FEET REAR YARD = 1 FT. MIN. WITHIN THE B-2 DISTRICT
16.
17.
A STORMWATER PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.
A LANDSCAPE MANAGEMENT PLAN FOR A NATIVE VEGETATION PLANTING ZONE AROUND THE WATERFRONT HOMES, PATHS AND PATIOS WITHIN 30
19 POOL AND RESTROOM BUILDING FOR WINDWARD CONVENIENCE STORE, SHIP STORE, MARINA OFFICE, AND/ 2. MAXIMUM BUILDING HEIGHT = 50 FT.
FEET OF THE O.HW.M. SHALL BE SUBMITTED BY THE DEVELOPER AND APPROVED BY THE PUBLIC WORKS DIRECTOR.
POINTE RESIDENTS OR ROOFTOP DECK.
18. A PROPOSED UTILITIES PLAN SHALL SUBMITTED TO AND APPROVED BY THE PUBLIC WORKS DIRECTOR PRIOR TO CONSTRUCTION.
MIXED-USE BUILDING (GROUND FLOOR RETAIL,
9 APARTMENTS ABOVE) [MU1-MU4]
19. ALL MARINA SLIPS WILL HAVE FIRE ACCESS.
20. ALL APPLICABLE CITY, STATE, AND FEDERAL PERMITS SHALL BE GRANTED PRIOR TO CONSTRUCTION OF IMPACTED SITE FEATURES.
20 BOAT HOIST/WASH STATION AREA 29 GAS DOCK AND SERVICE OFFICE
October 26, 2023 North 0’ 75’ 150’ 300’ Scale: 1”=150’
WINDWARD POINTE
FINAL PUD PLAN
project number: 23201268
Page 26 of 90
O.H.W.M.
26.00 22.00
FROM
ALLEY
15.0'
O.H.W.M.
26.00 22.00
FROM
15.0'
SETBACK
YARD
REAR
15.0'
60.00
60.00
102.5
TYP.
O.H.W.M.
FROM
15.0'
O.H.W.M.
100.0 TYP.
FROM
60.00
15.0'
60.00
102.5
TYP.
34.0 34.0
ALLEY
90.0
34.0 34.0
WALK
MIN. MIN. 24.00 24.00
7.0'
MIN. MIN.
5.0'
24.00 24.00 SIDE 2.0
5.0' YARD
SIDE 5.0'
WALK
SETBACK
2.0 SIDE
7'
90.0
SETBACK
YARD
150.0 TYP.
YARD
REAR
94.0
94.0
SETBACK YARD
1.0'
SETBACK
115.0 TYP.
60.00
60.00
94.0
150.0
MIN.
150.0
MIN.
94.0 102.5
TYP.
5.0'
60.00
60.00
90.0 SIDE
94.0
102.5
TYP.
YARD
SETBACK 24.00 24.00
SETBACK
BUILD TO LINE
SETBACK
FRONT
YARD
FRONT
YARD
22.0'
24.00 24.00
22.0'
12' - 20'
22.00 26.00 90.0
SETBACK
FRONT
SETBACK
YARD
34.0 34.0
22.0'
SETBACK
FRONT
YARD
FRONT
22.0'
YARD
34.0 34.0
22.0'
MIN. MIN. 22.00 26.00 100.0 TYP.
MIN. MIN.
INTERIOR GROUND FLOOR PARKING
POSSIBLE ON-STREET PARKING
PUBLIC ROAD PUBLIC ROAD
PUBLIC ROAD PUBLIC ROAD
PUBLIC ROAD PUBLIC ROAD (2) DRIVEWAY SPACES PUBLIC ROAD
34’ X 150’ LOTS 26’/22’ X 205’ LOTS FRONT-LOADED CONDO OR APT. “MANSION” LOTS REAR-LOADED CONDO OR APT. “MANSION” LOTS
3 STORY WITH BASEMENT 3 STORY WITH BASEMENT 3 TO 5 STORY STRUCTURES 3 TO 5 STORY STRUCTURES
TYPICAL LOT CONFIGURATIONS
N.T.S.
40 FT. TO 50 FT. PUBLIC R.O.W.
CONCRETE CURB PER 22 FT. - 24 FT. STREET SURFACE CONCRETE CURB PER
CITY SPECIFICATIONS 32 FT. WITH ONE-SIDE PARALLEL PARKING CITY SPECIFICATIONS
40 FT. WITH TWO-SIDE PARALLEL PARKING
BIOSWALE BIOSWALE
PLANTING AREA ASPHALT PAVING PER PLANTING AREA
CITY SPECIFICATIONS
2% SLOPE 2% SLOPE 50' @ 1.0%
PROP. CONCRETE SIDEWALK PROP. CONCRETE SIDEWALK
(WHERE APPLICABLE) (WHERE APPLICABLE)
MAY BE INSIDE R.O.W. OR IN 3.3' MAY BE INSIDE R.O.W. OR IN
MIN.
5'-9" MIN.
EASEMENT OUTSIDE R.O.W. 0.02'/ FT. 0.02'/ FT. EASEMENT OUTSIDE R.O.W.
AS NEEDED CLASS II GRANULAR AS NEEDED
MATERIAL COMPACTED
22-A GRAVEL
2.5' MIN.
CLASS II BACKFILL AND SUBBASE
3FT SEDIMENT
SANITARY
6" MIN. PERFORATED STORM SEWER (WHERE REQUIRED)
SEWER
TREATMENT
ALLEY GEOTEXTILE WRAPPED
UNDERDRAIN. (TYP.) SUMP 3FT SEDIMENT
TREATMENT
2" MIN. BURIED PRIVATE "DRY"
BURIED PRIVATE "DRY" CATCH BASIN 0' 15' 30'
MIN. WIDTH OF TRENCH 60'
TO BE SUMP
UNDERCUT
(TYP.)
UTILITIES (CABLE, GAS,
ELECTRIC, PHONE)
UTILITIES (CABLE, GAS, TRENCH WIDTH= DIA. X 2 OUTSIDE DIA. OF PIPE PLUS 12"
ELECTRIC, PHONE)
SCALE: 1" = 30' PROP.
WATERMAIN
ALLEY
PUBLIC ROAD CROSS SECTION
WALK
7.0'
N.T.S.
WALK
7'
90.0
SETBACK
YARD
REAR
1.0'
115.0 TYP.
October 26, 2023
5.0'
SIDE
WINDWARD POINTE
94.0
94.0
YARD
SETBACK
94.0
DETAILS
BUILD TO LINE
project number: 23201268
12' - 20'
90.0
Page 27 of 90
Windward Pointe
Public Amenity Area Summary
I. Public Amenity Areas Directly on Muskegon Lake
Public Waterfront
Public Waterfront Boardwalk
Area Total Area - Sq. Ft. Linear Feet Linear Feet
P1 12,917 Sq. Ft. 180 LF -
P2 43,236 Sq. Ft. - 1,454 LF
P3 28,538 Sq. Ft. 304 LF -
P4 1,473 Sq. Ft. 69 LF -
P5 5,349 Sq. Ft. 19 LF -
P6 2,926 Sq. Ft. 69 LF -
P7 4,325 Sq. Ft. 157 LF -
P8 4,412 Sq. Ft. 84 LF -
P9 9,856 Sq. Ft. 49 LF -
P10 21,181 Sq. Ft. - -
P11 111,895 Sq. Ft. - -
P12 4,721 Sq. Ft. 90 LF -
P13 4,152 Sq. Ft. - 519 LF
P14 17,505 Sq. Ft. - -
P15 Length is 4,093 LF - -
-
Totals 272,486 Sq. Ft. 1,021 LF 1,973 LF
(~ 12% of waterfront
land frontage)
Total Length of Waterfront Access 2,994 LF
272,486 SqFt
Total Area of Waterfront Amenities
6.26 Acres
II. Other Public Amenity Areas - Internal to Site
Public Bike Trail Length 4,093 LF
Public Bike Trail Area 32,744 Sq.Ft. (0.75 acres)
New Public Sidewalk Length 26,459 LF
New Public Sidewalk Area 132,295 Sq.Ft. (3.04 acres)
New 15 MPH Roadway Length 10,394 LF
New 15 MPH Roadway Area 703,817 Sq.Ft. (16.16 acres)
https://nederveld.sharepoint.com/sites/LDCProjectFiles/2023/232/23201268/INTERNAL/ZONING INFO/Public Areas at Windward Pointe_20231026.xlsx
Page 28 of 90
35'
180 LINEAR FEET
OF SHORELINE
42
'
38'
123'
65'
P1
64'
12,917 sf
159'
LAKE SHORE DRIVE
October 24, 2023 N. 0' 15' 30' 60' S:1"=30'
WINDWARD POINTE
PUBLIC AMENITY (P1)
Page 29 of 90
2662
580.71
WE
2613
588.94
EL FCE
134 LINEAR FEET
26'
2663
580.89
WE
OF SHORELINE 50548
548
589.14
EL
'29"E
63' = N 73°38
5'
2612
M
588.53
315.9
EL FCE
2664
587.27
2665 EL
585.90
DT 24"COTTONWOOD
549
50549
588.71
EL
12'±
2667
580.50
WE
REF PT "A" '37"E
72°15
2666
587.70
EL
45'
2611
588.20
EL FCE 50550
550
588.25
EL
D=N
2668
580.86
WE
586
50586
591.75
EL
2669
580.81
WE
4012 13070
586.23 584.14
SIRC IRC NED LOOSE BY BIG HOLE
2610
587.79
EL FCE 551
50551
587.58 587
50587
EL 591.42
EL
588
50588
156'
591.38
50552
552 EL
587.56
EL
589
50589
590.14
EL
2609
588.18
170 LINEAR FEET
EL FCE 557
50557
592.60
EL
50556
556
592.12
EL
OF SHORELINE
2670
580.61
WE 555
50555
592.00
EL
553
50553
588.50
EL
170'
554
50554
590.97
EL
50216
216
591.94 217
50217
CL 592.35
CL
215
50215
591.39 608
50608
CL 592.24
EL 607
50607
592.23
50609
609 EL
591.88
EL
13
'
50610
610
591.17
593
EL
P3
451
50451
593.44
EL
450
50450
593.30
EL
2608
588.24 214
50214
EL FCE 590.50
CL
452
50452
593.64
EL
156
157
3875
3922
3923
50157
50156
3985
593.45
593.42
593.36
593.38
593.42
592.98
BS
PT156
BS
CK
CPCK
CK
CP CK
'
82
28,538 sf
50611
611
590.36
EL
2671
580.86
WE
213
50213
589.24
110'
CL
453
50453
592.90
EL
45'
499
50499
612
50612 593.08
589.20 EL
EL 498
50498
593.12
EL
593
2607
588.02
EL FCE
497
50497
592.72
EL
October 25, 2023 N. 0' 20' 40' 80' S:1"=40'
WINDWARD POINTE
PUBLIC AMENITY (P3)
Page 30 of 90
20'
69 LINEAR FEET
OF SHORELINE
41'
69'
31'
P4
1,473 s.f.
25'
32'
October 24, 2023 N. 0' 10' 20' 40' S:1"=20'
WINDWARD POINTE
PUBLIC AMENITY (P4)
Page 31 of 90
19 LINEAR FEET
OF SHORELINE
19'
150'
152'
P5
5,349 sf
52'
589
October 24, 2023 N. 0' 15' 30' 60' S:1"=30'
WINDWARD POINTE
PUBLIC AMENITY (P5)
Page 32 of 90
34'
66'
69 LINEAR FEET
OF SHORELINE P6
2,926 sf
69'
55'
October 24, 2023 N. 0' 10' 20' 40' S:1"=20'
WINDWARD POINTE
PUBLIC AMENITY (P6)
Page 33 of 90
79 LINEAR FEET
OF SHORELINE
17'
32'
30'
P7
51'
112
'
4,325 sf
78'
78 LINEAR FEET
OF SHORELINE
40'
14'
1'
5'
585
October 24, 2023 N. 0' 15' 30' 60' S:1"=30'
WINDWARD POINTE
PUBLIC AMENITY (P7)
Page 34 of 90
47 LINEAR FEET
OF SHORELINE
47'
80'
P8
96'
4,412 sf
37'
37 LINEAR FEET
OF SHORELINE
23'
October 24, 2023 N. 0' 10' 20' 40' S:1"=20'
WINDWARD POINTE
PUBLIC AMENITY (P8)
Page 35 of 90
49 LINEAR FEET
OF SHORELINE
49'
P9
201'
203'
9,856 sf
59
0
58
9
49'
October 24, 2023 N. 0' 20' 40' 80' S:1"=40'
WINDWARD POINTE
PUBLIC AMENITY (P9)
Page 36 of 90
588
58
136'
8
36'
96'
586
13'
P10
60'
21,181 sf
134'
7'
5
151'
84'
20
'
587
October 24, 2023 N. 0' 20' 40' 80' S:1"=40'
WINDWARD POINTE
PUBLIC AMENITY (P10)
Page 37 of 90
602
600
589
199'
5 88
58 7
48'
157'
600
82'
588
252' 59
8
40'
129' 587
10 8 '
595
596
58
6
591
595
61'
589
594
128'
592
62'
P11 592
590
588
111,895 sf
8
58
120'
48'
326' 15'
589
5 17'
43' 35'
'
588
587
October 24, 2023 N. 0' 30' 60' 120' S:1"=60'
WINDWARD POINTE
PUBLIC AMENITY (P11)
Page 38 of 90
90 LINEAR FEET
OF SHORELINE
'
86
90'
9'
P12
38'
4,721 sf
79'
October 24, 2023 N. 0' 10' 20' 40' S:1"=20'
WINDWARD POINTE
PUBLIC AMENITY (P12)
Page 39 of 90
58
8
58
9
17' 132'
84'
589
P14
17,505 sf
204'
75'
45'
591
593
2
59
11'
October 24, 2023 N. 0' 20' 40' 80' S:1"=40'
WINDWARD POINTE
PUBLIC AMENITY (P14)
Page 40 of 90
OPEN WATER CONNECTION
BETWEEN MUSKEGON LAKE
AND EXISTING POND
PEDESTRIAN DRAWBRIDGE
17'
32'
47'
30'
P7
80'
51'
112
P8
'
4,325 sf
96'
EXISTING LAND
4,412 sf
TO BE REMOVED
37'
78'
23'
40 '
14'
1'
5'
585
583
October 24, 2023 N. 0' 20' 40' 80' S:1"=40'
WINDWARD POINTE
PUBLIC AMENITY (P7/8 OPTION B)
Page 41 of 90
Page 42 of 90
23201268-20250714-PREL2-2 08/14/2025 @ 12:13 pm
MUSKEGON LAKE
19
16 16
PHASE 3
1
16 2
3
3
17
26 PIER 1
M42 M43 M44
22 M41 M45
E
M46 M47
S
16 4 M48
A
23
H
60’ SLIPS 16
PIER 2
P 1 3
M19
M20
M21 M40
PHASE M49
2
24
3
M22 M50
50’ SLIPS 3 M39
13 3 M18 12
M2
PIER 3 M1 3 M51
M23 M38
M17
M3 A21
45’ SLIPS
A22 A20 M52 2
4 M24
17
M37 5 A19
16
R16-
PIER 4 M16 7
M4 M53
5
0-1
M25
1
M36
8-2
R1
40’ SLIPS M8
R1
R1-3 R4-6 M5 M9
R7-9 M15
3
5
2-2
PIER 5 M6 M7 M26 M35 M54
R2
R34-35 R30-33 R2 M10 A16
6-29 8
M14 A17 A18
M55
PHASE
50’ SLIPS 4
M11 M27 M34
28 M13
M12 12
PHASE 3
21 MU4 MU3
27 A7
20
11
10
3 7
A6
A5
M28 18 M33
A15 A14
M56 15
17 25 9 9 5 A13 A12
M57
MU1 MU2 M29 M32
4
A1 A2 6
18 A3 M30 M31
A4 14
A8 A9
1 29 7 A10 A11
1 18
29
LAKESHORE DRIVE 29 1
ET RE
LAURUE STREET
LINCOLN STREET
SHERIN STREET
LEBOEUF STREET
K ST AR M
DEN
HARRISON AVENUE
LEGEND SUMMARY OF LAND USE SITE REGULATING STANDARDS GENERAL NOTES
1. SPEED LIMITS THROUGHOUT THE PROPOSED DEVELOPMENT WILL BE A MAXIMUM OF 15 MPH.
ALIGNED LOTS [24’-34’ X 150’ TYP.]
1 SITE ENTRANCE
10
IN-OUT DRY BOAT STORAGE (155’ X 720’ BUILDING STAGING SLIPS FOR IN/OUT SERVICE AND GAS DOCK / SITE LOCATION: 2400 & 2850 LAKESHORE DR. MUSKEGON, MICHIGAN MULTIPLE FAMILY BUILDINGS [A1-A22] 2. TYPICAL STREET TREE SPACING WILL BE 35 FT. TO 45 FT. ON CENTER, DEPENDING ON SPECIES AND SITE CONSTRAINTS (E.G. CONFLICTS WITH
WITH APPROXIMATELY 350 STORAGE SPACES) 21 PUMP OUT DOCK 1. ALLOWABLE USES: MULTIPLE FAMILY DWELLINGS (APARTMENTS OF CONDOMINIUMS), 1. ALLOWABLE USES: DETACHED SINGLE FAMILY DWELLING
UTILITIES, STREET LIGHTS, DRIVEWAYS, ETC.)
SITE AREA = 122.94 AC. SENIOR LIVING FACILITY, AND PERMITTED USES WITHIN THE B-2 DISTRICT AT GROUND 2. MAXIMUM BUILDING HEIGHT = 3 STORIES PLUS BASEMENT
3. WAYFINDING SIGNAGE WILL BE STRATEGICALLY PLACED THROUGHOUT THE DEVELOPMENT TO DIRECT PEDESTRIANS TO SITE FEATURES
FLOOR OF BUILDINGS A1-A4 3. SETBACKS
2 SINGLE FAMILY STAGGERED LOT (26’-22’ X 205’ TYP. &
11 MARINA RESTROOMS
ZONING OF PROPERTY = PUD (PLANNED UNIT DEVELOPMENT) 2. MAXIMUM BUILDING HEIGHT = 6 STORIES OR 90 FT., WHICHEVER IS LESS FRONT YARD = 22 FT. MIN.
INCLUDING KAYAK LAUNCHES, NATURAL FEATURES, TRAILS, FISHING PLATFORMS, PARKS, CLUBHOUSES, BIKE PATHS, RETAIL CORRIDOR(S), DOG
26’-22’ X 150’) -MAY BE COMBINED TO CREATE LARGER PARKS, ETC.
WATERFRONT LOTS
22 FENCED DOG PARK AND POLLINATOR GARDEN AREA
3. MINIMUM BUILDING TO BUILDING SEPARATION [FOUNDATION WALL TO FOUNDATION SIDE YARD = 5 FT. MIN.
4. OUTDOOR ENTERTAINMENT AT THE RESTAURANT AND OTHER PUBLIC SPACES WILL BE ALLOWED BETWEEN THE HOURS OF 10 A.M. AND 11 P.M AND
PROPOSED DWELLINGS WALL] = 25 FT. REAR YARD = 15 FT. MIN. FROM O.H.W.M.
NOT PERMITTED BETWEEN 11PM AND 10AM.
12 CLUBHOUSES WITH POOLS AND SPORT COURTS 24’-34’X150’ LOTS = 157 DWELLINGS 4. MINIMUM DISTANCE TO AJACENT ROADS (EXCLUDES PARKING DRIVE AISLES) = 25 FT. 5. THERE WILL BE NO GATES OR FENCES WITHIN THE DEVELOPMENT EXCEPT FOR PIERS 2, 3, 4, AND 5; DOG PARKS; SPORT COURTS; PLAYGROUNDS,
23 PLAYGROUND 22’-26’X150’ LOTS = 10 DWELLINGS STAGGERED LOTS [22’-26’ X 205’ TYP. & 22’-26’ X 150’ TYP.]
POOLS; DUMPSTER ENCLOSURES; AND ABOVE GROUND UTILITY SCREENING.
3 SINGLE FAMILY ALIGNED LOT (24’-34’ X 150’ TYP.) - MAY BE 22’-26’X205’ LOTS = 40 DWELLINGS ROWHOUSES [R1-R35] 1. ALLOWABLE USES: DETACHED SINGLE FAMILY DWELLING
6. ALL PUBLIC AMENITY AREAS WILL BE OWNED AND MAINTAINED BY THE DEVELOPMENT ASSOCIATION IN PERPETUITY AS A MEANS OF MAINTAINING A
COMBINED TO CREATE LARGER WATERFRONT LOTS CLUBHOUSE WITH RESTAURANT,EVENT SPACE, 10-12 UNIT “MANSION” LOT DWELLINGS = 570-684 DWELLINGS (57 BLDGS) 1. ALLOWABLE USES: ATTACHED SINGLE FAMILY DWELLINGS 2. MAXIMUM BUILDING HEIGHT = 3 STORIES PLUS BASEMENT
HIGH LEVEL OF CARE AND LESSENING THE BURDEN ON PUBLICLY FUNDED CITY AGENCIES.
13 POOL, AND PUBLIC RESTROOMS WOODLAND PRESERVATION AREA AND ON-LEASH DOG APT/CONDO BUILDINGS = 792-1,320 DWELLINGS (22 BLDGS) 2. MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS 3. SETBACKS
7. FINAL DUMPSTER ENCLOSURE LOCATIONS SHALL BE REVIEWED AND APPROVED BY CITY OF MUSKEGON STAFF.
24 PARK 18’ X 40’ TOWNHOMES = 35 UNITS (10 BLDGS) 3. MINIMUM BUILDING TO BUILDING SEPARATION [FOUNDATION WALL TO FOUNDATION FRONT YARD = 22 FT. MIN.
8. SNOW SHALL BE STORED IN DESIGNATED AREAS, AS SPECIFIED BY CITY OF MUSKEGON MAINTENANCE PERSONNEL OR REMOVED FROM THE SITE
10-12 UNIT FRONT-LOADED CONDO OR APARTMENT MIXED-USE APARTMENTS = 55 DWELLINGS (4 BLDGS) WALL] = 16 FT. SIDE YARD = 0 FT. MIN.
4 “MANSION” LOTS (100’ X 150’ TYP.) RETAIL BUILDING 4. MINIMUM DISTANCES TO ADJACENT ROAD OR SIDEWALK = 10 FT. REAR YARD = 15 FT. MIN. FROM O.H.W.M.
AS NEEDED.
14 PROPOSED DENSITY = 18.71 D.U./AC.
9. BIKE PARKING SHALL BE PROVIDED AT RETAIL CORRIDOR(S), CLUBHOUSES, AND VARIOUS PUBIC SPACES THROUGHOUT THE DEVELOPMENT. FINAL
25 FUTURE RESTAURANT
FRONT-LOADED MANSION LOTS [M1-M20 & M41-M57] CLUBHOUSE [SITE FEATURES 12 AND 13 ON THE PLAN]
10.
LOCATIONS AND DESIGN OF BIKE PARKING FACILITIES TO BE COORDINATED WITH CITY OF MUSKEGON STAFF.
PROPOSED LIGHTING SHALL CONSIST OF WALL-MOUNTED LIGHTS AND LIGHT POLES BOTH FITTED WITH DOWN CAST TYPE FIXTURES TO BE
RETAIL/OFFICE SPACE (MU1-MU4) = 42,780 SQ.FT. 1. ALLOWABLE USES: MULTIPLE FAMILY DWELLING 1. ALLOWABLE USES: COMMUNITY CENTER; EVENT CENTER RECREATION CENTER;
5
10-12 UNIT REAR-LOADED CONDO OR APARTMENT 15 PUBLIC NATURE VIEW BOARDWALK
(NOT INLCUDING FUTURE IMPROVEMENTS) 2. MAXIMUM BUILDING HEIGHT = 5 STORIES OR 80 FT., WHICHEVER IS LESS RESTAURANT, COCKTAIL LOUNGE, AND BREWPUB; AND MUSIC VENUE (INDOOR AND
SPECIFIED BY LIGHTING CONSULTANT. LIGHTING SHALL BE COORIDNATED WITH CITY STAFF TO CLUSTER IN DESIRED HIGH TRAFFIC PUBLIC AREAS.
ALL LIGHTING SHALL BE SHIELDED FROM ADJACENT PROPERTIES.
“MANSION” LOTS (100’ X 115’ TYP.) BREAK WALL/WAVE ATTENUATOR WITH PUBLIC WALKING OUTDOOR)
3. SETBACKS 11. GROUND FLOOR LEVELS OF BUILDINGS A1-A4 ARE INTENDED TO BE REPURPOSED AS ADDITIONAL RETAIL OR OFFICE SPACE AS NEEDED PER
26 PATH, FISHING PLATFORM AND TRANSIENT/VISITOR/ BOAT STORAGE = 111,600 SQ.FT. (350 SPACES) FRONT YARD = 22 FT. MIN. (15 FT. MIN. ON SECONDARY FRONT YARD OF CORNER 2. MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS
MARKET CONDITIONS. THE CONVERSION OF GROUND FLOOR USES WILL BEGIN AT BUILDING A1 AND EXTEND TO THE EAST SEQUENTIALLY ENDING
PUBLIC PARKLET WITH WATERFRONT ACCESS AND SHOPPER DOCKING ON NORTH AND SOUTH SIDES OF LOTS) 3. MINIMUM DISTANCE TO OHWM = 15 FT.
4 TO 6-STORY APARTMENT OR CONDO BUILDING WITH 16 FISHING DOCK PIER BOAT DOCKING SPACES = 251 SIDE YARD = 5 FT. MIN. 4. MINIMUM DISTANCE FROM ADJACENT LOT LINES = 15 FT.
AT BUILDING A4.
12. AREAS P7 AND P8 WILL NOT ALLOW FOR FISHING IF ADJACENT WATERS ARE FOUND TO BE UNSUITABLE BY ENVIRONMENTAL SPECIALISTS.
6 GROUND FLOOR PARKING OR POSSIBLE FUTURE 118’ SLIP = 1 SLIP REAR YARD = 15 FT. MIN.
MIXED USE [MU1-MU4]
13. TOPOGRAPHICAL REQUIREMENT PER 2101.3.E, EXISTING TOPOGRAPHY IS DEPICTED WITH CONTOURS AT 1-FT INTERVALS ON THE EXISTING
GROUND FLOOR RETAIL [BUILDINGS A1-A4] 103’ SLIP = 1 SLIP CONDITIONS PLAN. FINAL TOPOGRAPHIC CHANGES SHALL BE IN COMPLIANCE WITH EGLE DUE CARE PLAN CRITERIA. AREAS OF FILL MUST BE
1. ALLOWABLE USES: GROUND FLOOR - PERMITTED USES IN THE B-2 DISTRICT, UPPER LEVELS
17 PUBLIC PARKLET WITH BOARDWALK, FISHING POSSIBLE FUTURE 1 TO 3-STORY RETAIL/OFFICE STACK, 98’ SLIP = 1 SLIP REAR-LOADED MANSION LOTS [M21-M40] COMPACTED TO DENSITY SPECIFIED BY GEOTECH CONSULTANT.
PLATFORM, AND KAYAK LAUNCH 27 WHICH MAY INCLUDE COFFEE SHOP, SANDWICH SHOP, 93’ SLIPS = 1 SLIP 1. ALLOWABLE USES: MULTIPLE FAMILY DWELLING - MULTIPLE FAMILY DWELLINGS
14. THE PROJECT WILL BE SERVED BY PUBLIC WATERMAIN, PUBLIC SANITARY SEWER, AND PUBLIC AND PRIVATE STORMWATER MANAGEMENT
4 TO 6-STORY APARTMENT OR CONDO BUILDING WITH 60’ SLIPS = 24 SLIPS 2. MAXIMUM BUILDING HEIGHT = 5 STORIES OR 80 FT., WHICHEVER IS LESS 2. MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS
CONVENIENCE STORE, SHIP STORE, MARINA OFFICE, AND/ SYSTEMS. WATERMAIN, SANITARY SEWER, AND STORMWATER MANAGEMENT MEASURES SHALL MEET CITY, COUNTY, AND STATE OF MICHIGAN
7 GROUND FLOOR PARKING [BUILDINGS A5-A22] OR ROOFTOP DECK.
50’ SLIPS = 77 SLIPS 3. SETBACKS 3. MINIMUM DISTANCE FROM ADJACENT LOT LINES = 15 FT.
REQUIREMENTS. “DRY UTILITIES,” WHICH INCLUDE ELECTRIC SERVICE, TELECOMMUNICATIONS, AND NATURAL GAS, WILL BE WILL BE INSTALLED
45’ SLIPS = 54 SLIPS FRONT YARD = 12 FT. TO 20 FT. MIN. BUILD-TO-LINE (15 FT. MIN. SETBACK ON UNDERGROUND AND WILL BE PROVIDED TO EACH SITE.
18 MULTI-MODAL TRAIL CONNECTOR
40’ SLIPS = 56 SLIPS SECONDARY FRONT YARD OF CORNER LOTS) BOAT STORAGE BUILDING
15. A TRAFFIC STUDY SHALL BE CONDUCTED AND REVIEWED BY THE PUBLIC WORKS DIRECTOR PRIOR TO CONSTRUCTION.
TRANSIENT/VISITOR/SHOPPER DOCKING SPACES = 1400 LINEAR FEET SIDE YARD = 5 FT. MIN. 1. ALLOWABLE USES: BOAT STORAGE AND SIMILAR OR ACCESSORY USE, PREMITTED USES
8 REAR LOAD ROWHOUSES (18’ X 40’ TYP.) [R1-R35] 28 GAS DOCK AND SERVICE OFFICE
REAR YARD = 1 FT. MIN. WITHIN THE B-2 DISTRICT
16. A STORMWATER PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.
17. A LANDSCAPE MANAGEMENT PLAN FOR A NATIVE VEGETATION PLANTING ZONE SHALL BE SUBMITTED AND APPROVED BY THE PUBLIC WORKS
19 POOL AND RESTROOM BUILDING FOR WINDWARD 2. MAXIMUM BUILDING HEIGHT = 50 FT.
DIRECTOR PRIOR TO CONSTRUCTION.
POINTE RESIDENTS
TRAFFIC CALMING STREET TREATMENTS (E.G. 18. A PROPOSED UTILITIES PLAN SHALL SUBMITTED TO AND APPROVED BY THE PUBLIC WORKS DIRECTOR PRIOR TO CONSTRUCTION.
MIXED-USE BUILDING (GROUND FLOOR RETAIL,
9 APARTMENTS ABOVE) [MU1-MU4]
29 ROUNDABOUT, SIGNALIZED BIKE CROSSING) TO BE 19. ALL MARINA SLIPS WILL HAVE FIRE ACCESS.
20. ALL APPLICABLE CITY, STATE, AND FEDERAL PERMITS SHALL BE GRANTED PRIOR TO CONSTRUCTION OF IMPACTED SITE FEATURES.
20 BOAT HOIST/WASH STATION AREA COORDINATED WITH CITY OF MUSKEGON
August 14, 2025 North 0’ 75’ 150’ 300’ Scale: 1”=150’
WINDWARD POINTE
FINAL PUD PLAN - PHASING PLAN
project number: 23201268
Page 43 of 90
October 25, 2023
August 18, 2025
Jon Rooks
Parkland Acquisition Six, LLC
75 W Walton Avenue STE A
Muskegon, MI 49440
City of Muskegon
Planning Department
933 Terrace Street
Muskegon, MI 49440
RE: Windward Pointe Lot and Building Parameters for homesites, condo mansion lots, and multi-
family buildings
Detached Single Family Lots [Aligned Lots and Staggered Lots]
1. The homesite dwelling unit shall have a minimum living area (excluding all basement area) of one
thousand (10001,000) square feet with a minimum of five hundred (500) square feet at the first floor.
There is no maximum square footage. The second floor must be equal to or smaller than the first floor
beneath including any garage.
2. Where the homesite design involves a roof pitch, it shall be a minimum pitch of 64/12, that is, for
every twelve inches (12'') of lateral run, the roof shall rise sixfour inches (6''4''). In the case of
additions or alterations to principal structures, the roof pitch shall be a minimum pitch of 64/12.
3. The roof shall have a snow load rating that meets the current Michigan Building Code.
4. Roof drainage shall be provided to direct storm or meltwater away from the foundation including hip,
gambrel and mansard roofsdwelling unit.
5. Siding and trim systems shall be of an industry standard gauge suitable for on-site-built homes.
1. The dwelling unit shall have a minimum width of eighteen (18) feet across any front, side, and rear elevation
view.
6. The dwelling unit shall have a minimum width of fourteen (14) feet across any front, side, and rear
elevation view.
7. The front elevation view may have a design offset including but not limited to;: bay windows,
covered porches, or structural offsets from the principal plane of the building.
8. Any single-story, residential structure shall not be more than four (4) times longer than its width
(exclusive of an attached garage).
9. Garage doors may not compromise more than seventy-fiveninety percent (7590%) of the front face
of the structure.
2. Newly constructed homes must be set back twenty-four (24) feet from the front property line.
1
Page 44 of 90
10. The dwelling unit shall bemay be constructed using podium style construction, metal or concrete
pilings, ground improvement, rigid inclusion, firmly attached to a permanent foundation
constructed on the site, and/or other acceptable construction methods that are in accordance with
the current building code, manufacturers specifications, and any other applicable requirements.
2
Page 45 of 90
3. Any crawlspace, partial or full height basement that may exist between the foundation and ground floor of the
dwelling unit shall be fully enclosed by an extension of the foundation wall along the perimeter of the building.
11. There will be no mobile home dwelling units permitted on any lot except manufactured / modular
homes that meet building code.
12. There will be no mobile home dwelling units, including their undercarriage and wheel apparatus,
permitted on any lot except manufactured / modular homes that meet building code.
13. The dwelling unit shall be connected to a public sewer and water supply when available, as defined
by the Plumbing Code. Backflow preventers are required in the basement or crawl space of each home.
14. The compatibility of design and appearance shall be in accordance with the condominium by-laws.
15. The dwelling unit shall contain no additions of rooms or other areas which are not constructed with
similar quality workmanship as the original structure, including permanent attachment to the principal
structure and construction of a foundation as required herein.
16. The dwelling unit shall comply with all pertinent structural, building and fire codes.
17. All construction required herein shall be commenced only after a building permit has been obtained
in accordance with the Building Code.
18. Each dwelling unit shall have an established vegetative ground cover in less than 12 months after
occupancy. A minimum of two trees, two inches (2'') in diameter, four feet (4') from the ground or
six-foot (6') evergreen trees shall be provided.
19. Detached outbuildings, including garages, are allowed up to five hundred (500) square feet
maximum at the rear yard of non-waterfront lots or the front yard of waterfront lots.
20. Front Yard Setback (Aligned and Staggered Lots): Minimum twenty-two (22’minimum of fifteen (15’)
feet from the front property line.
21. Rear Yard Setback (Aligned and Staggered Lots on waterfront): Minimumminimum of fifteen (15’)
feet from the Ordinary High -Water Mark.
22. Side Yard Setback: Aligned Lots and Staggered Lots shall maintain a minimum side yard setback
of five (5) feet and zero (0) feet respectively. Buildings must also maintain a minimum of building-
to-building separation to comply with Fire Code.
23. Eaves, bay windows, egress wells, fireplaces, uncovered steps, and egress wells may encroach into
all yard setbacks up to three (3) feet.
24. Maximum Building Height: Threefour (4) stories, three (3) stories plus a basement, or fifty-five
(55) feet to the peak of any gable, gambrel or hip roofs, or to the top of any flat roofs, whichever is
less.
25. Building height does not include chimneys, spires, cupolas, dormers, finials, antennae, railings,
roof decks and access to the roof deck.
3
Page 46 of 90
26. All stories above grade may contain any combination of conditioned living space, outdoor space
(covered or uncovered) and garage area.
27. One six hundred (600) maximum square foot, uncovered roof deck allowed above three (3) stories.
No limit on first three (3) stories.
28. Garages are required with a maximum of three (3four (4) stalls.
29. One (1) stall maximum carport is allowed in addition to the garage attached or unattached to any
building.
30. Full or partial basements are allowed that are finished or unfinished.
Front balcony
4. Balcony and porches are allowed and may be up to three (3) stories tall on the front elevation.
31. Rear balcony and porches are allowed and may be up to three (3) stories tall on the rear elevation.
32. Wraparound balcony and porch are allowed and may be up to two (2) stories tall.
33. Minimum eight (8) feet of separation between any buildings on the same lot.
34. Lots may be combined with adjacent lots to create larger lots. In such instances, the guidelines
outlined above shall be applied to the new lot as modified.
34.35. All architectural designs must comply with the Condominium Association’s bylaws,
master deed, rules and regulations.
Mansion Lots [Front Loaded and Rear Loaded]
35.36. The ‘mansion’ (condo and apartment) dwelling unit shall have a minimum living area
(excluding all parking area) of four hundred (400) square feet. There is no maximum square
footage. There may be up to 1225 units per building structure.
36.37. Where the homesite design involves a roof pitch, it shall be a minimum pitch of 64/12, that
is, for every twelve inches (12'') of lateral run, the roof shall rise sixfour inches (6''4''). In the case
of additions or alterations to principal structures, the roof pitch shall be a minimum pitch of 64/12.
37.38. The roof shall have a snow load rating that meets the current Michigan Building Code.
38.39. Roof drainage shall be provided to direct storm or meltwater away from the foundation
including hip, gambrel and mansard roofsbuilding.
39.40. Siding and trim systems shall be of an industry standard gauge suitable for on-site-built
homes.
41. The dwelling unit shall have a minimum width of ten (10) feet across any front, side, and rear
elevation view.
40.42. The dwelling unit shall have a minimum width of fourteen (14) feet across any front, side,
and rear elevation view.
4
Page 47 of 90
41.43. The front elevation view may have a design offset including but not limited to bay
windows, covered porches, or structural offsets from the principal plane of the building.
42.44. Garage doors may not compromise more than sixty-fiveninety percent (6590%) of the front
face of the structure.
5. The dwelling unit shall bebuilding may be constructed using podium style construction, metal or
concrete pilings, ground improvement, rigid inclusion, firmly attached to a permanent foundation
constructed on the site, and/or other acceptable construction methods that are in
5
Page 48 of 90
43.45. accordance with the current building code, manufacturers specifications, and any other
applicable requirements.
44.46. Any crawlspace, partial or full height basement that may exist between the foundation and
ground floor of the dwelling unit shall be fully enclosed by an extension of the foundation wall
along the perimeter of the building. This condition shall not apply to any structures that are built
using podium style construction or with a first-floor parking area.
45.47. There will be no mobile home dwelling units permitted on any lot.
46.48. There will be no mobile home dwelling units, including their undercarriage and wheel
apparatus, permitted on any lot.
47.49. The dwelling unitbuilding shall be connected to a public sewer and water supply when
available, as defined by the Plumbing Code. Backflow preventers are required in the basement or crawl
space of each home.
48.50. The compatibility of design and appearance shall be in accordance with the condominium by-
laws.
49.51. The dwelling unitbuilding shall contain no additions of rooms or other areas which are not
constructed with similar quality workmanship as the original structure, including permanent
attachment to the principal structure and construction of a foundation as required herein.
50.52. The dwelling unitbuilding shall comply with all pertinent structural, building and fire codes.
51.53. All construction required herein shall be commenced only after a building permit has been
obtained in accordance with the Building Code.
52.54. Each building structure shall have an established vegetative ground cover in less than 12
months after occupancy. A minimum of two shade trees, two inches (2'') in diameter, four feet (4')
from the ground or one six-foot (6') evergreen tree shall be provided.
53.55. Detached outbuildings, including garages, are allowed up to five hundred (500) square feet
maximum at the rear yard.
54.56. Front-Loaded Mansion Lot Front Yard Setback: Minimumminimum twenty-two (22’22) feet
from the front property line.
55.57. Front-Loaded Mansion Lot Rear Yard Setback: Minimumminimum fifteen (15) feet from
the rear property line.
56.58. Rear-Loaded Mansion Lots Build-to-Zone: Building façade shall be placed between twelve
(12) feet and twenty (20) feet from the primary front yard property line. A minimum side yard
setback of fifteen (15) feet shall be maintained at any secondary front yards of corner lots. Rear yard
setback is minimum one (1) feetfoot.
57.59. Side Yard Setback: All Mansion Lot buildings shall maintain a minimum side yard setback of
five
(5) feet. Eaves, bay windows, egress wells, fireplaces, uncovered steps, and egress wells may
encroach into all yard setbacks up to three (3) feet.
6
Page 49 of 90
58.60. Maximum Building Height: Five (5) stories or eighty (80) feet to the peak of any gable,
gambrel or hip roofs, or to the top of any flat roofs, not including any uncovered rooftop deck.
7
Page 50 of 90
59.61. Building height does not include chimneys, spires, cupolas, dormers, finials, antennae,
railings, roof decks and access to the roof deck.
60.62. All stories above grade may contain any combination of conditioned living space,
outdoor space (covered or uncovered) and garage area.
61.63. One six hundred (600thousand (1,000) maximum square foot, uncovered rooftop deck
allowed per building structure.
64. Garage is not required.
62.65. Optional common garages with a maximum of twelve (12twenty-five (25) interior parking
spots.
63.66. Full or partial basements are allowed that are finished or unfinished.
6. Front balconyBalcony and porches are allowed and may be on up to five (5) stories on the front
elevation area.
64.67. Rear balcony and porches are allowed and may be on up to five (5) stories on the front elevation
area.
65.68. Wraparound balcony and porch are allowed and may be up to three (3) stories tall.
66.69. Minimum eight (8) feet of separation between any buildings on the same lot.
67.70. All architectural designs must comply with the Condominium Association’s bylaws,
master deed, rules and regulations.
Multiple-Family Buildings
68.71. The multi-family (condo and apartment) units shall have a minimum living area of four
hundred
(400) square feet. There is no maximum square footage.
69.72. Where the design involves a roof pitch, it shall be a minimum pitch of 64/12, that is, for every
twelve inches (12'') of lateral run, the roof shall rise sixfour inches (6''4''). In the case of additions
or alterations to principal structures, the roof pitch shall be a minimum pitch of 64/12.
70.73. The roof shall have a snow load rating that meets the current Michigan Building Code.
71.74. Roof drainage shall be provided to direct storm or meltwater away from the foundation
including hip, gambrel and mansard roofsbuilding.
72.75. Siding and trim systems shall be of an industry standard gauge suitable for on-site-built
homes.
73.76. The building shall have a minimum width of 10 feet across any front, side, and rear elevation
view.
8
Page 51 of 90
74.77. The front elevation view may have a design offset including but not limited to; bay
windows, covered or uncovered balconies and porches, and structural offsets from the principal
plane of the building.
75.78. Garage doors may not compromise more than ninety-five percent (95%) of the front face
of the building.
7. The building shall bemay be constructed using podium style construction, metal or concrete pilings,
ground improvement, rigid inclusion, firmly attached to a permanent foundation constructed on the
site, and/or other acceptable construction methods that are in
9
Page 52 of 90
76.79. accordance with the current building code, manufacturers specifications, and any other
applicable requirements.
77.80. Any crawlspace, partial or full height basement that may exist between the foundation and
ground floor of the structure shall be fully enclosed by an extension of the foundation wall along
the perimeter of the building. This condition shall not apply to any structures that are built using
podium style construction or with a first-floor parking area.
78.81. There will be no mobile home dwelling units permitted on any lot.
79.82. There will be no mobile home dwelling units, including their undercarriage and wheel
apparatus, permitted on any lot.
80.83. The building shall be connected to a public sewer and water supply when available, as
defined by the Plumbing Code. Backflow preventers are required in the basement or crawl space
of each building.
81.84. The compatibility of design and appearance shall be in accordance with the condominium by-
laws.
82.85. The building shall contain no additions of rooms or other areas which are not constructed
with similar quality workmanship as the original structure, including permanent attachment to the
principal structure and construction of a foundation as required herein.
83.86. The building shall comply with all pertinent structural, building and fire codes.
84.87. All construction required herein shall be commenced only after a building permit has been
obtained in accordance with the Building Code.
85.88. Each building shall have an established vegetative ground cover in less than 12 months
after occupancy. A minimum of two shade tree, two inches (2'') in diameter, four feet (4') from the
ground or one six -foot (6') evergreen tree shall be provided.
86.89. Buildings shall be placed a minimum of twenty -five (25) feet from any adjacent road
pavement, excluding drive aisles and parking pavement.
87.90. Buildings must maintain a minimum building-to-building separation of twenty -five (25)
feet, measured from building foundation wall to building foundation wall.
88.91. Maximum Building Height: Six (6) stories or ninety (90) feet to the peak of any gable,
gambrel or hip roofs, or to the top of any flat roofs, whichever is less
89.92. Building height does not include chimneys, spires, cupolas, dormers, finials, antennae,
railings, roof decks and access to the roof deck.
90.93. All stories above grade may contain any combination of conditioned living space, outdoor
space (covered or uncovered) and garage area.
91.94. One one thousand (1,000) maximum square foot, uncovered roof deck allowed per building
structure.
92.95. Garages areGarage is not required.
10
Page 53 of 90
93.96. Carports are allowed in addition to surface lot, or garage parking with the first floor of the
building.
11
Page 54 of 90
94.97. Full or partial basements are allowed that are finished or unfinished.
8. Front porchesPorches and balconies are allowed and may be up to six (6) stories tall on the front elevation.
95.98. Rear porches and balconies are allowed and may be up to six (6) stories tall on the rear elevation.
96.99. Wraparound balcony or side porch is allowed and may be up to six (6) stories tall.
97.100. All architectural designs must comply with the Condominium Association’s bylaws, master
deed, rules and regulations.
General Provisions
101. These Site Regulating Standards replace and supersede any previously approved Site
Regulating Standards for the Windward Pointe site.
98.102. In the event of any conflict between the Site Regulating Standard and general notes on the
plans, and this Windward Pointe Lot and Building Parameters document, this document shall
govern.
12
Page 55 of 90
Agenda Item Review Form
Muskegon Planning Commission
Commission Meeting Date: September 11, 2025 Title: Case 2025-37: Request to amend the
Planned Unit Development (PUD) at
3400/3460/6474 Wilcox Ave, 1875 Waterworks Rd
and 1490 Edgewater St (The Sand Docks) to
modify parcel locations, modify parking layouts,
add a sidewalk connection to the boardwalk,
eliminate two multi-family buildings, and add
seven single-family residential lots.
Submitted by: Mike Franzak, Planning Director Department: Planning
Brief Summary:
Request to amend the Planned Unit Development at 3400/3460/6474 Wilcox Ave, 1875 Waterworks
Rd and 1490 Edgewater St (The Sand Docks) to modify parcel locations, modify parking layouts, add
a sidewalk connection to the boardwalk, eliminate two multi-family buildings, and add seven single-
family residential lots.
Detailed Summary & Background:
The original PUD was approved in June 2019 and this request would be the third amendment.
Requested changes to the PUD
The amendments to the site plan are described below and also within the attachment "The Sand
Docks PUD Amendment — Pt 1," which also includes a descriptive map of what is changing. The
complete updated site plan can be viewed in the attachment "The Sand Docks PUD Amendment —
Pt 2."
Exhibit B (attachment 1)
*Increasing lots 1–12 from 38-feet deep to 70-feet deep.
*Lots 1–6 have been shifted to the south to allow for a sidewalk connection to the boardwalk,
between lots 6 and 7.
*The parking on the east side of the median was eliminated.
Exhibit C (attachment 1)
*The configuration of the public road and alleys was simplified, placing lots on each side of the road.
*The number of single-family home lots was increased from 19 to 26 in this section.
*Two multi-family buildings with a total of 10 residential units were eliminated from this section.
Notice was sent to all properties within 300 feet of the development. At the time of this writing, staff
had not received any comments from the public.
Staff Recommendation
Staff recommends approval of the PUD amendment. The site plan was updated after submittal, at
Page 56 of 90
the recommendation of the Engineering Department, to correct the revised on-street parking layout
on the south end of the property (Exhibit B).
Goal/Focus Area/Action Item Addressed:
Key Focus Areas:
Goal/Action Item:
2027 Goal 2: Economic Development Housing and Business
Amount Requested: Budgeted Item:
N/A Yes No N/A X
Fund(s) or Account(s): Budget Amendment Needed:
N/A Yes No N/A X
Recommended Motion:
I move the request to amend the PUD, as presented in the staff report, be recommended to the City
Commission for approval.
Approvals: Guest(s) Invited / Presenting:
Immediate Division X No
Head
Information
Technology
Other Division Heads
Communication
Legal Review
Page 57 of 90
Planned unit Development
Application for Third Amendment to PUD
September 11, 2025
Page 58 of 90
Table of Contents
The Sand Docks Development
Executive Summary
Proposed Changes to the Approved PUD
The PUD Requirements
Landscape and Architecture of the Development
Engineering and Development Strategy
Project Phasing Plan
EXHIBITS
A. Location of the Site
B. Proposed Changes to PUD Site Plan
C. Proposed Changes to PUD Site Plan
D. Drawings
1 Topographic Survey
C-200 Site Layout Plan
C-300 Grading and Drainage Plan
C-400 Utility Layout Plan
C-700 Typical Sections
FIG-1 Vehicle Tracking Exhibit
FIG-2 Phasing Plan
FIG-3 Public Vs Private Access Figure
E. Lots and Setbacks
F. Conceptual Architecture
Page 59 of 90
Executive Summary
The Sand Docks is situated between 1000’ feet of existing Muskegon Lake shoreline on the East
and a short walk to Lake Michigan on the West. The site location is shown on Exhibit A. The
Sand Docks emphasizes engagement of the water and open space throughout the pedestrian-
oriented development. Greenspace, dune ridges and landscaping form the perimeter and
buffer the development from neighboring residents.
The Sand Docks’ has permitted a new 11.6 acre boat basin that takes center stage, providing
immediate access to Muskegon Lake and just minutes away from Lake Michigan via the
Muskegon channel. This feature provides one mile of new waterfront, varying in width from 90’
to 280’ and contains a variety of shoreline conditions from gradual sloping sand shore to hard
seawall, enabling for a variety of uses. The boat basin will include slips for approximately 106
boats with a combination of marina docks and docks at private residences.
Common amenities include boardwalks, parks, trails and firepits. Residents may enjoy over-
water decks, docks, boathouses. Anchoring the boat basin is the community center with a pool,
fitness center, pickleball courts, a kayak launch and other amenities for residents and a
neighborhood restaurant for public enjoyment. Waterfront homes, including some with
boathouses make up one area while cottages fronting on pocket parks and boardwalks find
their place in another.
The underlying zoning for the property is R-1. As a PUD The Sand Docks is an innovative design
incorporating mixed and varied uses, clustering homes in some areas while providing significant
open space in the form of parks, wetlands, walkways and water. The density under the
proposed PUD is 238 units, approximately the same as was approved in 2024.
In addition to residential units there are 17 standalone garages/storage sheds. One non-
residential building will house a restaurant, ice cream store and convenience/marine supply
store, community room, fitness room and locker rooms.
Page 60 of 90
Changes from the Approved PUD.
The City Commission approved the Planned Unit Development (PUD) for The Sand Docks on
June 25, 2019 followed by an approval of an amendment on June 23, 2020 and a second
amendment on August 27, 2024.
The current site plan has two minor changes from that which was approved in 2024 shown in
Exhibits B and C and summarized below.
Exhibit B
1. The lots numbered 1 through 12 were increased in size from 35 wide x 38 deep to 35
wide x 70 deep.
2. Lots 1 through 6 have been shifted to the south to allow for a sidewalk connection to
the boardwalk, between lots 6 and 7.
3. The parking on the east side of the road was eliminated
Exhibit C
1. The configuration of the public road and alleys was simplified, placing lots on each side
of the road.
2. The number of single-family home lots was increased from 19 to 26 in this section.
3. Two multi-family buildings with a total of 10 residential units were eliminated from this
section.
Page 61 of 90
The Planned Unit Development Requirements
The Sand Docks has not been designed as a PUD to increase density, or cluster homes to reduce
infrastructure cost but rather to take advantage of the reduced area, width and setbacks below
the normal minimums, which allow homes to be more engaged with the newly created 11.6 -
acre boat basin.
Following are the calculations of the density, open space and waterfront access requirements
of the zoning ordinance.
POST DEVELOPMENT DENSITY CALCULATION
UNDEVELOPABLE AREAS
Wetland Area/Conservation Easement 9.88 Area Dedicated for Conservation Easement
Surface Water/Floodplain 11.61 Boat Basin
Street R.O.W 10.1
Private Easement 2.44
Marina Parking 0.44
Total Vehicle Access 12.98 Public R.O.W., Private Access Easment, Parking
Area of Infiltration Basins 2.3
Area of Steep Slopes 8.4 Includes Critical Dune Area and Banks above wetland
Total Undevelopable Area 45.17
Overall Area of Site 76.68
Net Developable Area 31.51
Allowed Dwelling Units 228 Net Developable Area / Minimum Lot Size of 6,000 sq ft (R-1 Zoning)
Density - units per acre 7.24
Proposed Dwelling Units 238
Density - units per acre 7.55
Bonus Units: Where developer provides additional open space or amenities within development, additional density may be
granted. A maximum of a 10% unit bonus may be granted to the development for additional amenities such as public trail
easement, additional open space, additional common water front area, and additional landscaping.
OPEN SPACE CALCULATION
Section 403.4 requires a minimum of 15% of the site to be dedicated common open space.
At least one third of the dedicated open space shall be usable open space.
Wetland 5.18 Area of Non-Impacted Wetland
Conservation Easement - outside wetland 4.7 Easements Surronding Non-impacred Wetlands
Green Belts and Parks 9.67 Excludes Stormwater Basins
Critical Dune/Steep Slopes 8.40
Total Open Space 27.95
Overall Area of Site 76.68
Percentage Open Space 36.5%
Usable Open Space (Green Belts, Parks and 22.77
Percentage Usable Open Space 81.5%
Page 62 of 90
WATERFRONT ACCESS CALCULATION
Section 403.6 requires a minimum of 50% of the shoreline be open space
Accessible Waterfront - in feet
Boardwalk 1,201
Green Belt (Boat Basin) 2,988
Green Belt (Muskegon Lake) 300
Total Accessible Waterfront 4,489
Total Waterfront - in feet
Muskegon Lake 1,000
Boat Basin 5,577
Total Length of Waterfront 6,577
Percentage Accessible Waterfront 68.3%
Drawings Sheet FIG-3 included in EXHIBIT D depicts the areas used in the above calculations.
Landscape and Architecture of the Development
The Sand Docks will consist of 130 site condominium lots for detached homes, 66 townhomes,
an 18-unit, two/three-story condominium building, a 15-unit, two/three-story condominium
building and a 9-unit, two/three-story condominium building. Entering the The Sand Docks
from Waterworks you will climb the dedicated access road (completed in 2023) at a 7% grade
and at the crest, be sitting 30 feet above the boat basin with views of the entire development
and out to Muskegon Lake. As you descend toward the south end of the boat basin you will
pass a variety of townhomes on both sides of the road. In addition to 32 lots with private boat
slips there will be approximately 50 boat slips located throughout the basin for residents not
able to have private docks.
The south end of the development has the highest density and in addition to the townhomes
includes a condominium building site, the pool, kayak launch, pickle ball courts and a public
plaza. A building at this location will house a restaurant, ice cream store and
convenience/marine supply store, community room, fitness room and locker rooms. The
restaurant overlooking the marina will have seating for 85 indoors and additional outdoor
seating on a seasonal basis.
Waterfront homes on the east side of the basin will be close to the water and include boat
houses and private docks. Sidewalks through this east neighborhood lead to a boardwalk
through the wetlands fronting the south side of the entrance to the basin from Muskegon Lake.
The homes and 9-unit condo building at the furthest point out on Public Road E are elevated
with multi directional views of Muskegon Lake and the wetlands. Smaller cottage style homes
Page 63 of 90
in the east neighborhood front natural dune landscaping with a boardwalk leading to
greenspace on the boat basin.
Along the west side of the basin the architecture transitions from small Nantucket style “fish
huts” on the boardwalk to homes with large lots and public greenspace fronting the boat basin.
Further north are homes looking across the road to the Marina channel and on the opposite
side of the alley, homes and townhomes overlooking Harbour Towne marina. On Muskegon
Lake at the furthest northeast corner there are 9 Muskegon Lake lots.
Conceptual architecture of housing is included in EXHIBIT F.
The Vision of The Sand Docks is set forth in greater detail in the Design Guidelines. Adherence
to the Design Guidelines and hence the vision will be controlled through a Design Review
Board.
Engineering and Development Strategy
The project is well situated within the City of Muskegon to be serviced by existing
infrastructure. We, in collaboration with our development team, have completed a detailed
due diligence evaluation of the property and available infrastructure to support it. The project
is bordered on all sides with existing development including the Harbour Towne Condominium
development and the Lake Michigan Park Plat to the west, the original City of Muskegon Plat to
the south, the Edgewater Plat to the East and Harbour Towne Marina and Harbour Towne
Beach to the north. This existing development has created a network of roadways and utility
corridors that are sufficient to support the proposed development.
Preliminary meetings and correspondence with the City of Muskegon Fire Marshall influenced
the width of streets and alleys and emergency vehicle operational areas. Further review of the
plan is anticipated.
The entry into The Sand Docks is at the intersection of Wilcox Avenue and Plum Street. An
additional gated, emergency access will be located on the northwest side of the development
across from Harbour Townes’s “Sand Dock Ct”.
During design and construction of the Harbour Towne development, future development on
the property currently proposed as The Sand Docks was anticipated and utility connection stubs
were provided at the south end of that development. With regards to public water supply,
there is adequate flow and pressure in the existing network to support the proposed
development. The development engineering team has met with City Engineering staff and we
Page 64 of 90
have worked with them to identify connection points and main sizes that will strengthen flows
and pressures in the area and provide redundancy as required by the Michigan Department of
Environmental Quality (MDEQ) and good engineering practices. It should be noted that the
water filtration plant is located almost due south of this development. During the previously
approved PUD the City Engineering Department was in agreement with the layout of our
proposed piping, reserving the right to offer further comments during the design and
permitting stage.
Sanitary waste from The Sand Docks is proposed to connect to the existing 10-inch sewer stub
at the south end of the Harbour Towne Condominiums and to an existing manhole located at
the end of Sand Docks Court in the Harbour Towne development. These connection points flow
to an existing pump station in Harbour Towne and then is pumped to Wilcox Avenue where it
will flow by gravity into the City’s system. It is clear that the Harbour Towne lift station was
designed to accommodate a future development and that there is extra capacity in the system.
The Basis of Design Developed for the existing Harbour Towne lift station indicates that it has
the capacity for about 426 residential equivalent units (REU’s). An REU is the amount a normal
residential household would be expected to discharge to the system. It has been estimated
that there are about 200 REU’s connected to the lift station leaving a capacity of 226 REU’s.
Based on this, the Harbour Towne Lift station would require only minor modifications to
accommodate the Sand Docks Development and then only once the final phase of the
development commences. Meanwhile, flows to the lift station will be monitored to verify the
design assumptions. The engineering team will be working closely with City Staff during
detailed design to ensure that the proposed infrastructure meets the City’s requirements for
development.
Utility and Grading Plans as well as the Site Survey are included under EXHIBIT D.
Project Phasing
A Special Exception Permit from the Michigan Department of Environmental Quality was
received on May 23, 2018. This permit allowed for the removal of vegetation, construction of
an access road and pedestrian walkway and revegetation of the disturbed areas of the critical
dune. This work was completed between December of 2022 and April of 2023.
Multiple meetings have been held with the Michigan Department of Environment, Greta Lakes
and Energy (EGLE, formerly MDEQ) to discuss the project and the joint permit application was
subsequently submitted to the EGLE and United States Army Corps of Engineers. This permit
will cover dredging below the ordinary high water mark of Muskegon Lake to connect the new
Page 65 of 90
boat basin to the lake, removal of old piling and mooring dolphin in Muskegon Lake,
unavoidable impact to certain wetlands that were incidentally created as a result of historical
mining operations at the site, off-site compensatory wetland mitigation, installation of rip-rap
breakwaters at the entrance to the connecting channel, rip-rap placement at various shoreline
locations, installation of fixed pier and/or floating docks in the boat basin, kayak/canoe
launching areas and marina pump out facilities as may be required.
The permit from EGLE has been signed as of this month.
ENTRANCE ROAD – completed April, 2023
PHASE 1 will begin is anticipated to be in the spring of 2026. This phase includes construction of
the boat basin, the completion of Public Roads A, lots 1 through 53 and condominium building
27. A permit from the Michigan Department of Environment, Great Lakes, and Energy (EGLE)
was received July 24, 2025.
PHASE 2 includes Public Roads B and C, the townhome and condominium sites and community
amenities at the south end of the basin, lots 58 to 118 and buildings 54, 55, 107, 108, 119, and
142 to 147.
PHASE 3 includes Public Road D along with lots 122 through 140 and townhome sites 120, 121
and141.
Drawing FIG-2 in EXHIBIT D shows the phasing.
Page 66 of 90
EXHIBIT A
LOCATION OF THE SITE
Page 67 of 90
Sand Docks Site
Page 68 of 90
0123456ÿ89 9 ÿ 34ÿ455245ÿ0123456ÿ89 9 ÿ5ÿ22ÿÿ 45ÿ225ÿ4 34ÿ2ÿ22ÿ89 9 9 ÿ!ÿ
Former Bluffton School
Page 69 of 90
0123456ÿ89 9 ÿ 34ÿ0123456ÿ89 9 ÿ225ÿ4 34ÿ2ÿ22ÿ89 9 ÿÿ
APPROVED LAYOUT PROPOSED LAYOUT Exhibit B
Page 70 of 90
APPROVED LAYOUT PROPOSED LAYOUT Exhibit C
Page 71 of 90
SAN
WTR
WTR SA
SITE LOCATION MAP
ST N
R EE T
WV
ER ST
WTR N
T
SA
WA NOT TO SCALE
EDGE
SAN
WV
WTR
WV
S S
S
WTR
MANHATTAN AVE
W
GV
BRIGHTON AVE
SAN
BM #5
ARLINGTON AVENUE
WTR
WINDWARD DRIVE
ST
MUSKEGON LAKE
W TR
S
WV
SITE
SAN
WTR
S
WTR
590
LOCATION
S
PARADIGMDESIGN
STM
610
590
2 610
58
60
WM
0
ARCHITECTS ENGINEERS
S
S
WV WV
WV
610 WTR
MH
600
GV
S TR
W
PARK PLACE
590 GRAND RAPIDS TRAVERSE CITY
WM
550 3 Mile NW Suite B 333 E. State Street
SAN
Grand Rapids, MI 49544 Traverse City, MI 49684
CP #2003S (616) 785-5656 (231) 346-3030
BM #6
V
W
ST
590
ET
M
620
WV
MH
ELAKE
BEA
600610
S T R MICHIGAN www.paradigmae.com
SAN
CP #2002
TER
LAKESHORE DRIVE
CH
ST
59
S
MCCRACKEN STREET
WT
CP #11
EDGEWA
R
0
A
STM
590
5 90
TER STR EW
SAN
S
LINCOLN STREET
582
TRE
BM #7
EET G
WTR STM
L31
590
S
ST
E D N
ET
SAN STM ST
L32 L30 WTR ST
L1 S S
L2 WTR ST
CP #10 S
L3 L29
S
UE
590
L19 L20 S
L28
588 638 ST
N
L4 L21
L18 MW L27
630 S
E
SHERMAN BOULEVARD
MH
L22 L23 L24 L26
620
AV
L5 L25
594
L9 610
WT
590
X
L16
588
600
3400, 3460, 3474 WILCOX AVENUE SECTIONS 28 & 33, TOWN 10 N, RANGE 17 W
R
L6
ST
Q29 L11 L7 L15
O
586
M
Q28
C
L14
1875 WATERWORKS ROAD 43°13'30" N, 86°19'30" W
L13 S
60
590
Q26
WIL
59
59 586
0
Q30
0
0
610
Q17
1490 EDGEWATER STREET PARCEL #: 61-24-205-727-0005-00
590
SA
584 590
N
Q23
CITY OF MUSKEGON 61-24-205-727-0008-00
600
SB SB
MUSKEGON COUNTY, MICHIGAN 61-24-205-733-0001-00
594
Q35
SA
N
Q21 Q14
EE T 61-24-505-001-0016-00
59
59
WT
0
T R
0
R
61-24-205-735-0001-00
ST
584 S
590
60
M
Y
584
0
RR
Q41 Q11
584 588
58
59
HE
WV
S
0
0
57
59
MW
C
S
0
0
MW
PROJECT
Q7
WM
P1
THE DOCKS
59
P4 P24
0
586
WT S
Q4
590
Q1
R AN
600
590 P7
584
SA
ST
N
M
0
59
588 MW
590
P9
584
P10
590
S
582
WT
S
R
0
60
59
610
59
0
ST
0
586
M
SA
G5
N
ET
BM #1
WV
G8
590
WTR
WV
WV G9
E
WV
G4
I8 I7 G2 G1
ST R
SA
I10 I6 59
UT
N
I3
0 SB
N
I4
L
I5
WV
H4
WA
S
H3 E1
I1
582
I17 H5
586
WT
590
WV
J5 H2 E6
R
WV
J4 I18 WV
620
WTR
I16 I13
WV
FM
J6
I20
I15
I14 H1
E4
E3 610 WV S
H17 ST S
H10
590 WTR
BM #8
610
H11
600
I21 I25 I26
H12
H13 H14 H15 H16
J2
J7 I23 I24 FM
J1
NUE
WTR
610
S
SA
620
WT
W
N
J16
600
R
FM
590
590
E
590
WT
D9 D8
WTR
V
582
R
J15 D10 D7
A
0 D11
59
ST
FM
WTR
570
COX
596 590
D12 D5
WTR
S
600
J13 MW WV
580
594
J10
596
D13 FM
L
596
J11 J12
592
I
592
D14
W
WTR
592
596
D15 FM
D30
APPROX. 3400 WILCOX AVENUE
590
D29 D1 D2
D16
586
ST
D31 D32
WTR
WT
M
D28
586 MUSKEGON, MI 49440
R
D27
D18
CP #5
0
59
S W
FM
CIR BM #2
D20
D25
DEVELOPER
NE
D21
NUE
D23 D24
D22
602
W
TR
VE
R
WT
DAMFINO
T
W
TO A
CK C
ST
LUM
CP #4 S
T
R 60
MH
P
C
OU
0
DEVELOPMENT, LLC
582
S
ILL
RB
MH
D DO
R
IR
OWNE C
WT
A
FM
D
H
EH
588
U R T A
586
O
N
B E HAR O
600
590
WTR
CP #3 R
O
586
WTR
630
SA
SAN
620
590
R
S
N
TR
E
WT
W
CP #2008 RK
MH
610
PIG
S
610
R
WT
S
O
630
620
600
S W
FM
ER
598
640
WV T
SURVEY PROVIDED BY:
A
W V
W
TR
0
590
584
BM #3
V
60
W
W
EXISTING LEGEND MW
ST
(231) 722 - 6691
MH
W
BOUNDARY& TOPOGRAPHICSURVEY PROVIDED BY
FLEIS & VANDENBRINK
ON A DRAWING TITLED
TOPOGRAPHIC SURVEY
,
N
SA
SA
56O MART STREET
WV W
N
BENCHMARK CONTROL POINT ROCK DATEDJULY 2018. CP #2
582
BENCHMARKS:
MW
BM #9 MUSGEGON, MI 49440
6
FM
610
59
PROPERTY IRON CONCRETE MONUMENT DECIDUOUS TREE
TR
VE
RELEASE DATE
W
MW VERTICAL DATUM IS NAVD88 VIA OPUS AND GPS OBSERVATIONS
MAILBOX MONITORING WELL SHRUB
S
RI
WT
R
BM #1: E UPPER FLANGE BOLT UNDER "E" ON HYDRANT, N SIDE OF CHANNEL, 288' S OF FULTON AVE CUL-DE-SAC
ED
SOIL BORING POST MH UNKNOWN MANHOLE ELEVATION:585.58(NAVD88).
590 CP #1 DATE DESCRIPTION
OR
SIGN FLAG POLE UNKNOWN OBJECT
FM
BM #2: W UPPER FLANGE BOLT UNDER "E" ON HYDRANT, W SIDE OF E HARBOUR TOWNE @ SAND DOCK CT
SH
59
ELEVATION:598.17(NAVD88). 0
KE
WETLAND FLAG 620
SA
LA
BM #3: W UPPER FLANGE BOLT UNDER "W" ON HYDRANT, W SIDE OF E HARBOUR TOWNE NEAR SOUTH END, OPPOSITE
N
WTR
SAN
SANITARY PUMP STATION
WATER STORM SEWER ELECTRICAL 660
Tuesday, August-07-2018 at 2:38pm O:\1806064 Pigeon Hill Development\Drawings - 1806064\Civil\064 - Existing Conditions.dwg jlo
ELEVATION:593.02(NAVD88).
WT
R
UE
MANHOLE MANHOLE UTILITY POLE
MH
BM #4: E UPPER FLANGE BOLT UNDER "E" ON HYDRANT, E SIDE OF W HARBOUR TOWNE 570' NW OF CURB CUT AT
W ST
FM
SOUTH END OF HARBOUR TOWNE
N
WV 600
VE
VALVE SQUARE CATCH BASIN GUY WIRE ELEVATION:590.22(NAVD88).
650
XA
HYDRANT ROUND CATCH BASIN LIGHT POLE BM #5: NAIL IN NE FACE PP W SIDE OF EDGEWATER NEAR NORTH END CUL-DE-SAC, 107' SE OF HYDRANT
SA
ELEVATION:584.02(NAVD88).
N
CO
S
610
640
CP #2006 NATURAL GAS
WTR
W CURB STOP PIPE INVERT
WIL
WT
BM #6: NAIL IN S FACE PP N SIDE OF ARLINGTON AT ALLEY
620
R
600
ELEVATION:627.13(NAVD88).
FM
MH
SANITARY SEWER
GV
WM WATER METER VALVE
590
BM #7: NAIL IN NW FACE PP @ SE QUAD EDGEWATER & WILCOX 0
60 590
S MANHOLE ELEVATION:583.97(NAVD88). 61
SAN
620
0
594
610
CONCRETE BM #8: NAIL IN N FACE PP N SIDE WILCOX @ WALNUT
600
630
ELEVATION:586.26(NAVD88).
ASPHALT 592 590
TR
SAN
W
BM #9: NAIL IN N FACE PP ALONG VACATED PART OF WILCOX, 320' NW OF PLUM & WATERWORKS INTERSECTION, 49' E
WTR
FM
OF MH, 40' W OF WATER VALVE 590
GRAVEL
S
ELEVATION:601.57(NAVD88).
ED)
MW
RIP RAP
CAT
COORDINATE SYSTEM:
A
R
V
WT
T(
ALLEY (VACATED)
CURB & GUTTER COORDINATES & BEARINGS ARE BASEDMICHIGAN
ON STATE PLANE SOUTH ZONE
, NAD83, INTERNATIONAL FEET
.
R E E PROJECT
LANDSCAPE CURB
IR T
CENTER LINE FLOODPLAIN DATA:
NEC EYS
W W
R
WT
FM
T O DE
WTR
1806064
PROPERTY LINE BM #4
PORTIONS OF THE SITE ARE
DESIGNATED "ZONE AE, BASE FLOOD ELEVATIONS DETERMINED.
", "ZONEX, AREAS OF 0.2% R
CT
BOU
EDGE OF WATER ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH
ET
HAR ED)
R E
N
DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE ", FLOOD.
ST
TR
CRITICAL DUNE
W
W
LAW
AND "ZONEX, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.
" ACCORDING TO FEMA FLOOD
A T SON
VAC
INSURANCE RATE MAP NUMBER26121C0252D
, EFFECTIVE DATE:
07/06/2015. SHEET
590 592 CONTOUR LINE
E L
Y( N
D
E
WTR
FENCE
WETLAND DATA:
ALL N
O
GUARDRAIL
WO
S
CIVIL EXISTING
WTR
R
WT
TREE LINE WETLANDS HAVE BEEN DELINEATED IN THE FIELD
LAKESHORE
BY ENVIRONMENTAL, INC
IN MAY 2018 AND FIELD LOCATED
AS SHOWN ON THESE DRAWINGS
. NOTE: ALL UTILITIES SHOWN ARE APPROXIMATE
WTR
SAN
WTR
SAN
WATER MAIN
SANITARY SEWER
LOCATIONS FROM FIELD DATA AND AVAILABLE
INFORMATION.THEYSHOULDNOT BE INTERPRETED
CONDITIONS PLAN
STM STM STORM SEWER AS EXACT LOCATIONS NOR SHOULD THEY BE 0 120' 240'
ASSUMED TO BE THE ONLY UTILITIES IN THE AREA.
----
UE
ET
S
E
N
ST R
E
ON
AV
ELS
Page 72 of 90
O
T
EE
STR
TER
WA
GE
ED
D DRIVE
AVENUE
R
WT
WTR
N AVE
SAN
EXIST CUL-DE-SAC
WTR
WTR E
THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY
RIV
TO BE DEMO'D
TR
ET
ARD D
RE
PIPES,CONDUITSOR STRUCTURESSHOWNON THESEPLANSWAS
W
R ST
WT SA ER
& RELOCATED N AT
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE
WINDW
R
W
GE
E
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
TTAN AV
ED
BRIGHTO
A
N
MEASURESTO PROTECTTHE UTILITY LINES SHOWN ON THESE
ACE
W
O
WTR
MANHA
DRAWINGS. THE CONTRACTORFURTHERASSUMESALL LIABILITY
DEDICATED BEACH AREA
N
D
SAN
T
WTR AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITS OR
G
WI N
STRUCTURAL SAN
STRUCTURESSHOWNOR NOT SHOWNON THESEDRAWINGS.THE
PARK PL
EDGEWATER STREET
SAN
ON AVE
N
WTR
RETAINING WALL
SAN
SAN
CONTRACTORSHALLPOTHOLEALL EXISTINGUTILITIESTO VERIFY
SAN
WTR EDGEWATER STREET
ARL I
WTR
WTR
THE LOCATION AND ANY DISCREPANCYBETWEEN THE PLANS
BRIGHT
WTR
0 100' 200' SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
WTR
PROP.
PARADIGMDESIGN
ACE
CONSERVATION
PARK PL
EASEMENT
ARCHITECTS | ENGINEERS
UE
SA
W
ROAD C
TR
EN
N
TON AV
415 Leonard Street NW, Suite 200
114 100
MUSKEGON LAKE Grand Rapids, MI 49504
ARLING
T
SAN
LIC 99 86 E (616) 785-5656
PUB 87 RE
T
E
113 101
U
EN
YS
AV
MARINA ENTRANCE
PRIVAT
115 85 Grand Rapids | Phoenix
OX
98
SA
116 R
ILC
117 COS : 2456
N
R
W
88 www.paradigmae.com
OAD C
56
PRIVAT
E
1.0'
SA
112
W
102 SWALE
TR
CH
N
UALITY
E STRE
97 84 WATER Q
118
GENCY
R
WI
57
CART
PT EMER
GOLF
FIRE DE ONS PULL-OFF
ET
ES
OPERATI P)
89
PRI
RE
PUBLIC
CART
GOLF
AREA (TY
111 103
TY
ST
OPERTY
ET J
LC
Y
PROPER
TREET
RR
VAT
HE
119 96
C
OAD C
OX
END
PR
E
LARSEN
C R
SB-
DAMFINO
LI
STR
110 104
AD
PUB
L
144
TON RO
AV
143
GENCY
PT EMER F
EET
FIRE DE IONS PULL-OF
OPERAT P)
PRIVAT
AREA (TY
AD C
EN
ARLING
PRIVAT
ORDINARY
F
109 81 145
W
TR
HIGH WATER MARK 90
UE
YP
) 83 EET F
ATE STR
8'
E
GENCY
FIR ERATIO P)
7'
PT EMER
OP A (TY
F
'(T PRIV
SA
FIRE DE IONS PULL-OF
ARE
ED
4 - 581.3
ES
STREET
OPERAT P)
2 - 581.2
95
RO
EPT NS P
.91
N
AREA (TY
EM ULL-O
SB-
1
ERG FF
TREET I
58 146
E NC
105 91
SA
Y
=
RK 2508
N
38
PUBLIC
MA 94
H
ER
AT TM COS : 2543 106
COS : 2523 92 RO AD B
PUBLIC
W 39 EE 147
H 108 82
B
HIG TR
W
S
TR
Y E
ROAD
AR T
IN IVA 93
FIR ERATIO P)
R
OP A (TY
RD 55
ARE
ED
P
EPT NS P
±10'
O 58
EM ULL-O
OE 40 59
ERG FF
ELEVATED 60
ENC
AC 107
Y
61
4' BOARDWALK 62
PUBLIC
0.
9 41 63 JON W. LEDY
E (TYP) 64COS : 2473
SA
21
MI - REGISTRATION #6201038734
NE ET
N
I 65 EXP. DATE 03/12/2026
"E L 42 RE B 66
0 V. ST AD 68 67
4'3
IC RO
R A ELEVATED 69 COMMUNITY PROJECT
PUBL
3
76.29'
8° T 43 BOARDWALK KAYAK
S2
ER. 37 COS : 2497 FACILITY
T (TYP) 70 LAUNCH
IN 44 71
2
72
9'
36 73
0'
30' PUBLIC
3 - 581.2
'03"W
74 COS : 2549 COMMUNITY POOL
±1
2273 75
45
A TE 76 FACILITY UTILITY
IV 77 EASEMENT
N89°29
PR
FM
46 35 MARINA WALL 78
W
0' TR
ENCY
FIRE DEPT EMERG FF
OPERATIONS PULL-O
3.3 STORMWATER 142
B EX.
25
PTIONS
AREA (TYP)
SB-
BIOINFILTRATION BASIN
PRIVATE STREET
DULE
E
9" 47 79
B EXCE
14 SCHE
COS : 2464
HEDULE . 414
34
W
30' EA PG. 407
9'0
SE. & RO
, PG
4 FM
3°
1, ITEM
L. 1633
,
WT
L. 1633
0'
N4
R
48
SC
1 - 581.3
NT
,
STRUCTURAL
12
ME
33 80
ITEM
EASE
25' UTILITY
LE B
RETAINING WALL
W
30' EA PG. 405
ITEM 3, PTIONS
SCHEDU
SE. & RO
49 EASEMENT
F
FM
8' BOARD WALK (TYP)
CE
,
P.O.B.
L. 1633
WT
EX
R
50 32
PU
SOFT SHORELINE PRIVATE STREET G APPROX. 3400 WILCOX AVE,
BLI
51 31 1 MUSKEGON, MI 49440
22.46'
FM
2
CR
WT
3
R
4
PHASE 1
52 COS B 6 5
OA
'03"E 5
7
'
8
- 581.40
9 COS A 54
CONSTRUCTION
DA
10
FM
30 11
WT
12
R
CRITICAL DUNE
RESS
SE. FO BER 18, 1991 ION
EX. 40' EASEMENT
S89°29
5
BOUNDARY
SEPTEM G INFORMAT
AD A
ESS/EG
FOR INGRESS/EGRESS 16 15 14 13
RO
PUBLIC
29 (TYP)
R INGR
17
FM
IN
18
CORD
WT
R
19
RE
40' EA
CONNECT TO
NO
EX. 30' EASEMENT
FOR WATERMAIN EXISTING ROAD
28 120
FM
20
WT
R
21
22
WTR
24
23 30' PUBLIC
UTILITY COS F PUBLIC ROAD A
27 26 25
EASEMENT
.
LE B EX
EX. 30' PUBLIC
.
, PG. 41 DULE B EX
140
FM
CLIENT
WT
L. 1633 14 SCHEDU
AD UTILITY
IN
ESS RO
R
ERMA
L.S.
30' EASE PG. 414
ACC
SCHE
4
20' FIRE EASEMENT
. FOR
R WAT
AD A
30' EA 1633, PG. 41 DULE B EX.
14
ITEM
PRIVATE STREET
RO
,
139
M
L. 1633
PUBLIC
SE. FO
NT 5, ITE
115,
IN
ERMA
HE
SEMENT
30' EA
WTR
4
M 14 SC
EASEME
PROP. 30' FIRE
R WAT
EA
138
MICOAST
24, ITE
SE. FO
ACCESS
L.
NT
DD
EASEMENT EX. 79' TEMP
EASEME
EX. 30' EASEMENT
PROPERTIES, LLC
G
NONIMPACTED 121
PARKIN
FM
SEMENT
EASEMENT
L. 1633 NT 12,
4
W
, PG. 44
FOR WATERMAIN 137
TR
BATHOU 1789 P795
N
A
EASEME
WETLAND
EASE.
SE EA
PARKING
O
TEMP
L.
(TYP) 560 MART ST.
CR
5'
7 - 581.4
136
MUSKEGON, MI 49440
BLI
0'
6 - 581.5
WTR
E CIR 135 (231) 722-6691
PU
TOW N E HARBOUR TOWNE CIR
SE.
E HARBOUR TOWNE CIR
SS EA
SAN
L. 1633 NT 31,
INGRES , PG. 444
WTR
S/EGRE
UR
141
CT
134
WTR WTR
SE.
EASEME
15' TEMP
DOCK
EA
O
NT 32,
4
CILITY
RESTRO 1633, PG. 44
INGRESS/EGRESS B
WTR WTR
SAND
R
Wednesday, September-03-2025 at 10:39am O:\2306100GR The Docks Muskegon\Drawings - 2306100GR\Civil\03-Production Sheets\_PUD Drawings\100C-2-SLP-00.dwg jledy
EASEME
OM FA
R
TEMP
A
WT
EH
EASEMENT 133
L.
DOCK CT
WTR
WV
WV
N
SA
PROP. TR
W
CONSERVATION RELEASE DATE
132
IR
C
EASEMENT
E
N
WTR
W
131
TO
T
C
R
DATE DESCRIPTION
U
L
BO
IL
122
H
AR
N
EO
H
E
G
D
COS D
.
PI
LE B EX
09-03-25 PARKING REVISIONS
N
PIG
L. 1633 14 SCHEDU
M
A
R STOR
SE. FO . 414
R
123
WT
S
, PG
130
E
WTR
ITEM
ON
WT
R
NT 14,
WV
20' EA
SAN
B EX.
PROP.
EASEME
HEDULE
IN
HIL
CONSERVATION
ERMA
NE CIR
SE. FO PG. 414
124
M 14 SC
WV
R WAT
EASEMENT 129
LC
,
L. 1633
NT 8, ITE
30' EA
T
EASEME
125
PROPOSED LEGEND
UR TOW
WTR
128
B EX.
B EX.
GCE GENERAL COMMON ELEMENT
SAN
L. 1633 14 SCHEDULE
L. 1633 14 SCHEDULE
TIES
M
R STOR
SE. FO 414
4
COS E 127
R UTILI
, PG. 41
, PG.
MARINA
ITEM
E HARBO
ITEM
SE. FO
NT 11,
20' EA
30 ,
15' EA
NT
EASEME
EASEME
CONCRETE PAVEMENT
126
WATER
BITUMINOUS PAVEMENT
WTR
Note: All drawings will be modified to reflect
QUALITY
SOFT SHORELINE
B EX.
NOT FOR
L. 1633 14 SCHEDULE
REGULATED/IMPACTED WETLANDS
angle parking as shown here.
M
R STOR
S
SE. FO . 414
WALE
SAN
, PG
REGULATED/NONIMPACTED WETLANDS
CONSTRUCTION
M
10, ITE
20' EA
NT
PLAYGROUND
EASEME
0'
BUILDING
8 - 581.4
FACILITY
R
WT
MOUNTABLE CURB & GUTTER PROJECT
CENTER LINE
LOT LINE
RIGHT-OF-WAY LINE
2306100GR
PRIVATE EASEMENT
) SHEET
ED
TR
CONSERVATION EASEMENT W
T COMMUNITY FACILITY
B EX.
CRITICAL DUNE BOUNDARY CA
(VA
DULE
T
M
R STOR
14 SCHE
T
C
SE. FO . 414
OVERALL PROPERTY BOUNDARY EE
, PG
TR
N
9, ITEM
SITE LAYOUT PLAN
L. 1633
CIR
S
W
EY T
20' EA
BASE FLOOD ELEVATION
E
NT
LA
TR
E RE
EASEME
W
W
DE
WN T
OD
RT
O NS
C-200
WO
O
D)
S
R
CI
OU L
NE
VACATE
NE
TR
W
TO
B
W
D)
UR
AR
BO
TR
TE
R
W HA
CT
W
H CA
N
W
VA
LA
W Y(
D
ALLEY (
OO
W
LE
AL Page 73 of 90
D DRIVE
AVENUE
R
WT
WTR
N AVE
SAN
EXIST CUL-DE-SAC
WTR
THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY
WTR
TO BE DEMO'D
TR
PIPES,CONDUITSOR STRUCTURESSHOWNON THESEPLANSWAS
W
R SA
WT
& RELOCATED N OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE
R
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
BRIGHTO
A
N
LACE
MEASURESTO PROTECTTHE UTILITY LINES SHOWN ON THESE
W
590
O
L.O.G. (LIMITS OF GRADING)
595
WTR
DRAWINGS. THE CONTRACTORFURTHERASSUMESALL LIABILITY
600
DEDICATED BEACH AREA
N
D
SAN
T
605
WTR AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITS OR
G
WI N
STRUCTURAL SAN
STRUCTURESSHOWNOR NOT SHOWNON THESEDRAWINGS.THE
EDGEWATER STREET
SAN
PARK P
N
607.91 TW SAN WTR
RETAINING WALL SAN
CONTRACTORSHALLPOTHOLEALL EXISTINGUTILITIESTO VERIFY
SAN
WTR
I
610 596.00 BW
ARL
WTR
WTR WTR
THE LOCATION AND ANY DISCREPANCYBETWEEN THE PLANS
597.71 TW 0 100' 200' SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
WTR
610 62
594.63 BW 609.09 TW 620 5
605
600 5
59
597.04 BW 610
615 PARADIGMDESIGN
605
PROP. 590 598.17 TW 595 600
ARCHITECTS | ENGINEERS
59 620
CONSERVATION 5 596.99 59
BW
630 25
SA
W
0 615
ROAD C
TR
N
EASEMENT
6 620
610 415 Leonard Street NW, Suite 200
615
605
590
114 100 600 660
PRIVAT
MUSKEGON LAKE 00 Grand Rapids, MI 49504
6 1 0 05
6:1
T
SAN
59
LIC
578.45 TW
6
585 E
ROAD C
7:1 99 595 86 (616) 785-5656
PUB
8
RE
590
8:1
%
600
3.7 59987
T
E
113 101 590
YS
STREET
595
7.9%
PRIVAT
115 1.7 Grand Rapids | Phoenix
98 85
SA
MARINA ENTRANCE 117 116 GCE59I8 %
R
60
N
630625 0
3:1 R
590
88 56 www.paradigmae.com
1.3%
E
1.0'
0
SA
112
W
585 102 62615 0 WALE
585
TR
UALITY S 588
CH
N
8.3%
E STRE
L
C
84 61605 0 E R Q 589
%
97 58W
7 A T
59
3.0%
597
I
6.2
584.00 TW 585 118 60
GENCY
L
WI
57
CART
0
PT EMER
GOLF
596
FIRE DE ONS PULL-OFF
5
OPERATI P)
89
PRI
B
59
%
CART
GOLF
AREA (TY
590 111 103
TY
582
0
3.9 587 590
OPERTY
90.0'
59
8:1
ET J
LC
PROPER
U
5 95
VAT
596
119
558877
96
7.0%
591
P
L.O.G.
OAD 5C97
OX
END
PR
STRUCTURAL
E
595 3.3%
LARSEN
4:1 C R
SB-
DAMFINO
LI
STR
110 104
AD
RETAINING WALL 595
PUB 598 592 144
2 .9
TON RO
AV
586 598
PRIVAT
593 143
GENCY
PT EMER F
EET
6:1
FIRE DE IONS PULL-OF
7 596
%
585 5 9
OPERAT P)
T.
PRIVAT
594 597
AREA (TY
AD C
595
EN
ARLING
N
584
CU E
95
ME
DO TUR
F
109 58
81 595 159456
W
595 3 5
TR
90
E
5.1
UE
ED NA
) 83 595 IN
YP
STREET
590
8'
%
GENCY
E
TREET F
FIR ERATIO P)
7'
PT EMER
OP A (TY
F
'(T
SA
FIRE DE IONS PULL-OF
ARE
ED
SE Y
4 - 581.3
ES 594
OPERAT P)
2 - 581.2
95
BLIC RO
STREET
EPT NS P
584.00 TW
D AR
1 596 PRIVAT
N
AREA (TY
1.9 595
EM ULL-O
AL
SB-
ERG FF
AN IN
8 7.9 590 146 1.2%
E NC
5
D LIM
91
595
105
SA
Y
K= %90 60
0
GCE L
N
H
NE RE
38
6.3%
R 5 595
590 595
2
MA 94
5
IG P
595
58
95.3'
I
58
, S TIS
ER 585 594
AD B
PU4.0%
590 GCE H 595
3
AL EN
AT 4 4 106 92 RO
58
58 5 58
PUBLIC
39 GCE F 147 3 590
FIN UM
W
3:1
H 58 587.00 TW 3 108 82 59 L.O.G.
OAD B
58 590
T A OC
HIG 584.00 TW
W
586 585 594 589 IS
TR
NO D
Y 582 592 (LIMITS OF GRADING, TYP) TH
AR 587 SITE STAIRS 588
590
DIN L 585 93 593
FIR ERATIO P)
OP A (TY
588
587
ET 55
ARE
ED
D :
587
AN OTE
R
EPT NS P
±10'
EO RE 58 0.6%
IS
EM ULL-O
40 589 ST 59
ERG FF
ELEVATED 586
N
R
O 60
ENC
AC 590 585 TE 107 INFILTRATION
Y
58562 61
4' BOARDWALK IVA
C
AREA (TYP)
582
0.
9 590
41 PR 63
585
JON W. LEDY
64 GCE K
I
E (TYP)
SA
584.00 TW
L
21
595 MI - REGISTRATION #6201038734
E ET
N
590
65
B
IN 88
EXP. DATE 03/12/2026
RE 66
593
B5
595
"E .L 42
587
OAD
589 67
PU
8.1
4'3
0 95
A5V
600
ST 68
584.00 TW
R 69 PROJECT
%
14:1 58 IC
6
R 0
PUBL
3
76.29'
7 588
593
60
58
2 8° .T 43 37
583
GCE J KAYAK
594
S R 658050
6:1
TE 70
585
6 587
71 LAUNCH
590
IN 44 58 590
2
595 72 CURB INLET
9'
G 73
595
0
9.5
590
59 36
0'
30' PUBLIC
3 - 581.2
INFILTRATION
'03"W
74 GCE586 (TYP)
±1
%
590
595
GCE D 75
45 TE AREA (TYP) UTILITY
582
595 A 76
593
IV
586
77 585 EASEMENT
N89°29
PR
FM
584.00 TW HYDRODYNAMIC
586
MARINA WALL
583
592
35
583
46 78
W
585
585
0' TR
586
ENCY
FIRE DEPT EMERG FF
587
OPERATIONS PULL-O
584
3.3 (RE: STRCT) SEPARATOR
588
7.2% 590 142
589
B EX.
25
590
3
PTIONS
AREA (TYP)
591
SB-
58
(TYP)
PRIVATE STREET
DULE
79
590
E
9" 47
B EXCE
14 SCHE
GCE E
HEDULE . 414
34
W
30' EA PG. 407
9'0
2
14:1
595
SE. & RO
58
, PG
585
600
4
585
600
585
FM
3°
1, ITEM
L. 1633
,
WT
L. 1633
605
595.01 TW
59 1 - 581.30'
N4
R
48
SC
605
590
NT
585.51 BW
12,
ME
80
595
600
33
ITEM
600
EASE
590
593
25' UTILITY MARINA WALL - 584.00 TW
LE B
1
STRUCTURAL 584.00 TW
W
30' EA PG. 405
ITEM 3, PTIONS
610
13 :
SCHEDU
590
SE. & RO
605
49 EASEMENT
60 600 5
588
59
F
FM
590 5
RETAINING WALL 590
CE
,
P.O.B.
L. 1633
WT
590
600
58 55955 5.3%
EX
R
8
32
592
3
50 59 584.00 TW
PU
595
595 585
5
8' BOARD WALK (TYP)
7.4%
PRIVATE STREET G APPROX. 3400 WILCOX AVE,
1:1
610
585
58
BLI
590
51 SOFT SHORELINE
9
31 MUSKEGON, MI 49440
615
22.46'
FM
580 581 582
591
58
CR
WT
585
590
6 620
583
R
5 590 1 INFILTRATION AREA
5
584 585 586 584.00 TW 2 588
95
630 25
52 GCE B 587
4 3 585
PHASE 1
OA
9:1 588
7:1
'03"E 5
5
'
6
- 581.40
7 GCE A 54
584
CONSTRUCTION
DA
584.00 TW
8
FM
30 583 9 582
6
WT
1.7%
1:1
58
53
R
582 582 11 10
RESS
SE. FO BER 18, 1991 ION
EX. 40' EASEMENT 584 12 CRITICAL DUNE
A
S89°29
5
ROAD
0
582
584 590
SEPTEM G INFORMAT
9
59
ESS/EG
58
PUBLIC
5.6%
FOR INGRESS/EGRESS 585 591 15 14 13 5:1 BOUNDARY
29 16 89
R INGR
586 17 5 (TYP)
FM
IN
592 18
CORD
WT
R
584.00 TW 587 5
19 593 59
RE
584.00 TW
40' EA
NO
EX. 30' EASEMENT 588 590 594 CONNECT TO
6.1%
590
588
600
3
58 591 PHASE 1 ROAD
FOR WATERMAIN
595
590 120
6:1
28
FM
590
592 20 59 594
WT
R
2
595
585
600
58
21 594
594 595 3
600
593 22 600 592
PUBLIC ROAD A
7.1%
58
585
23
605
3:1
2
594
610
605
WTR
24 COS : 1869
6:1
610
27 590 25
4:1
26 595 595
581
593
.
LE B EX
EX. 30' PUBLIC
.
, PG. 41 DULE B EX
140
FM
45:1 589
3:1
CLIENT
WT
58 1
L. 1633 14 SCHEDU
590 UTILITY
IN
R
ERMA
L.S.
11.1%
30' EASE PG. 414
SCHE
595
4
ADDITIONAL EASEMENT
. FOR
R WAT
GCE C
590
582
A
30' EA 1633, PG. 41 DULE B EX.
593
ROAD
14
ITEM
INFILTRATION AREA
PRIVATE STREET
,
MARINA 139
M
L. 1633
PUBLIC
SE. FO
NT 5, ITE
115,
IN
ERMA
HE
SEMENT
30' EA
PARKING AREA
WTR
4
M 14 SC
EASEME
PROP. 30' FIRE
R WAT
EA
MICOAST
581 138
24, ITE
SE. FO
AD
591
ACCESS RO
ACCESS
L.
NT
DD
590 EASEMENT 79'ETEMP
0' FIR
2EX.
591
592
EASEME
588
589
590
EX. 30' EASEMENT
3:1
595
584
121
PROPERTIES, LLC
G
PARKIN
FM
SEMENT
EASEMENT
L. 1633 NT 12,
4
W
, PG. 44
137
583
FOR WATERMAIN
TR
BATHOU 1789 P795
585
M
A
0
5
59
58
EASEME
EASE.
2
SE EA
PARKING
591
O
58
58
5 INFILTRATION AREA
582
596
TEMP
L.
560 MART ST.
CR
5'
7 - 581.4
590
136
1.6
591 MUSKEGON, MI 49440
%
LI
0'
2:1 5
6 - 581.5
WTR
PUB
E CIR
91 135 (231) 722-6691
TOW N E HARBOUR TOWNE CIR
SE.
SS EA
SAN
L. 1633 NT 31,
INGRES , PG. 444
WTR
S/EGRE
UR
592 141 134
WTR WTR
SE.
NONIMPACTED
EASEME
15' TEMP 2:1
EA
O
NT 32,
4
CILITY
RESTRO 1633, PG. 44
WETLAND
INGRESS/EGRESS B GCE M
WTR WTR
R
EASEME
OM FA
R
TEMP
A
WT
(TYP) EASEMENT 593
EH
133
L.
625
WTR
5
645
59
0
585
59
Monday, August-11-2025 at 9:45am O:\2306100GR The Docks Muskegon\Drawings - 2306100GR\Civil\03-Production Sheets\_PUD Drawings\100C-3-GRD-00.dwg jledy
590
605
WV
WV
N
OCK CT
SA
PROP.
595
5
8
645
0 62
59
TR
W
CONSERVATION RELEASE DATE
610
59 8
PROPOSED DRAINAGE LEGEND 132 4:1
59
5 63
50
EASEMENT
WTR
5
0 55 6
0
595 131
60
5
63
0 61
DATE DESCRIPTION
66 6
STORM SEWER OUTLET CATCH BASIN STORM MANHOLE 590
122
96
D
5
5 62
PIG
.
LE B EX
0
64
597
L. 1633 14 SCHEDU
62
D
M
EO
WATER QUALITY UNIT (HYDRODYNAMIC SEPARATOR)
R STOR
SE. FO . 414
R
123
AN
WT
591
, PG
130
N
WTR
ITEM
WT
8
R
S
NT 14,
WV
20' EA
59
SAN
6:1
B EX.
HIL
EASEME
STORM SEWER INFILTRATION
590
HEDULE
IN
ERMA
592
L C
9
NE CIR
AREA
R WAT 4
59
30' EA 1633, PG. 41
124
M 14 SC
WV
CURB WITH SCUPPERS TO ALLOW RUNOFF
592
129
600
591
INTO WQ TREATMENT AREAS
SE. FO
2
ITE
59 L.O.G.
8,
L.
NT
90
T
1
EASEME
60
599 598 597 596 95 4 3
95
5 59 59
125
UR TOW
PRETREATMENT SWALES/BASINS, GRASSY 9.2
58
WTR
BUFFERS FOR INFILTRATION % 128
B EX.
B EX.
0
59
SAN
L. 1633 14 SCHEDULE
60
L. 1633 14 SCHEDULE
5
TIES
M
5:1 8:1
R STOR
SE. FO 414
4
GCE O 127
R UTILI
, PG. 41
, PG.
ITEM
E HARBO
ITEM
SE. FO
601
595
NT 11,
20' EA
605
30 ,
615
15' EA
PROPOSED LEGEND
NT
600
EASEME
601
EASEME
589
126
595
WATER
MARINA
590
WTR
590
602
CONCRETE PAVEMENT
QUALITY
603
591
B EX.
BITUMINOUS PAVEMENT
597 6
NOT FOR
L. 1633 14 SCHEDULE
604
595
600
59
M
595
593
R STOR
5:1
S
SE. FO . 414
595
WALE
9.9
GRAVEL
SAN
592
, PG
594
CONSTRUCTION
M
%
593
10, ITE
20' EA
SEMENT
REGULATED/IMPACTED WETLANDS
7:1
0'
8 - 581.4
EA
0.5%
R
WT
558845
PROJECT
595
REGULATED/NONIMPACTED WETLANDS
0.5%
590
HISTORICAL MAPPED WETLANDS 5
58
MOUNTABLE CURB & GUTTER 9:1
5
5995
2306100GR
59 4 591
CENTER LINE 59 3
)
588
2 SHEET
ED
TR
588
PROPERTY LINE W
T
B EX.
CA
59
59
(VA
DULE
1
RIGHT-OF-WAY LINE 0
M
R STOR
14 SCHE
T
SE. FO . 414
WO
680 CONTOUR LINE
IR EE 58
GRADING &
, PG
C TR 9
9, ITEM
L. 1633
S L.O.G. (LIMITS OF GRADING)
NE
589
ET
OD
EY
20' EA
INFILTRATION
DRAINAGE PLAN
NT
TR
OW E
EASEME
W
W
DE
SURFACE FLOW ARROW 675.00 FG PROPOSED SPOT GRADE
TR
LA
AREA
T
UR NS
WN
C-300
BW BOTTOM OF WALL GRADE TW TOP OF WALL GRADE
O
D)
O S
RB L
(VACATE
CT
NE
TR
GCE GENERAL COMMON ELEMENT A
W
TR
H D)
TE
W
W CA
VA
Y(
ALLEY
LE
AL Page 74 of 90
D DRIVE
AVENUE
R
WT
CONNECT TO EXIST
WTR
AVE
WATERMAIN IN
SAN
EXIST CUL-DE-SAC
WTR
THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY
EDGEWATER STREET 6"
WTR
TO BE DEMO'D
TR
PIPES,CONDUITSOR STRUCTURESSHOWNON THESEPLANSWAS
W
R SA
WT
& RELOCATED OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE
N
N
R
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
BRIGHTO
A
N
MEASURESTO PROTECTTHE UTILITY LINES SHOWN ON THESE
A CE
W
O
WTR
DRAWINGS. THE CONTRACTORFURTHERASSUMESALL LIABILITY
DEDICATED BEACH AREA
N
D
SAN
T
WTR AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITS OR
G
WIN
STRUCTURAL SAN
STRUCTURESSHOWNOR NOT SHOWNON THESEDRAWINGS.THE
PARK PL
EDGEWATER STREET
SAN
N
WTR
RETAINING WALL
SAN
SAN
CONTRACTORSHALLPOTHOLEALL EXISTINGUTILITIESTO VERIFY
SAN
WTR
ARL I
WTR
WTR WTR
THE LOCATION AND ANY DISCREPANCYBETWEEN THE PLANS
WTR
0 100' 200' SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
WTR
PROP.
CONSERVATION PARADIGMDESIGN
EASEMENT
ARCHITECTS | ENGINEERS
SA
W
ROAD C
TR
N
WTR
415 Leonard Street NW, Suite 200
114 100
MUSKEGON LAKE WTR
T
Grand Rapids, MI 49504
W TR
SAN
LIC E
ROAD C
99 86 (616) 785-5656
PUB WTR 87 GARAGES RE
113 101 T
MARINA ENTRANCE
YS
PRIVAT
115 98 85 STORM PIPE Grand Rapids | Phoenix
SA
117 116 GCE I R
N
GARAGES (TYP) R
WTR
88 56 www.paradigmae.com
PRIVAT
E
1.0'
SA
112
W
102 SWALE
TR
CH
N
UALITY
E STRE
C
97 84 WATER Q
I
118
GENCY
L
WI
57
CART
PT EMER
GOLF
FIRE DE ONS PULL-OFF
ES
OPERATI P)
89
PRI
B
CART
GOLF
AREA (TY
111 103
TY
OPERTY
INFILTRATION
ET J
LC
PROPER
TREET
U
VAT
119 96
WTR
BASIN
P WTR
OAD C
OX
END
PR
E
LARSEN
C R
SB-
DAMFINO
LI
STR
110 104
AD
B
PU TR
L
144
TON RO
AV
143
GENCY
PT EMER F
EET
FIRE DE IONS PULL-OF
OPERAT P)
PRIVAT
T.
AREA (TY
W
AD C
EN
ARLING
N
PRIVAT
CU E
ME
DO TUR
F
109 81 145
W
WTR
TR
WTR 90
UE
ED NA
YP
) 83 EET F IN
ATE STR
8'
E STRE
GENCY
FIR ERATIO P)
7'
PT EMER
OP A (TY
F
'(T PRIV
SA
FIRE DE IONS PULL-OF
ARE
ED
SE Y
4 - 581.3
E
OPERAT P)
2 - 581.2
95
RO
EPT NS P
WTR
D AR
1
N
AREA (TY
1.9
STREET
EM ULL-O
R
AL
WT
SB-
ERG FF
AN IN
58 146
E NC
D LIM
105 91
SA
Y
=
ET H
WTR
RK GCE L
N
NE RE
38
PUBLIC
MA 94
IG P
WTR
, S TIS
ER
I
WTR
R
GCE H AD B
AL EN
AT T LWT 106 92 RO
PUBLIC
39 GCE F 147
FIN UM
W EE
108 82
WTR
H
B
TR
T A OC
HIG
W
S IS
TR
NO D
Y E TH
ROAD
AR AT
WTR
DIN RIV 93
FIR ERATIO P)
OP A (TY
55
ARE
ED
D :
P
AN OTE
R
EPT NS P
±10'
O 58
IS
WTR
EM ULL-O
R
OE 40 59
ERG FF
ELEVATED
N
WT
60
ENC
AC TR 107
Y
61
WTR
4' BOARDWALK 62
PUBLIC
W
0.
9 41 63 JON W. LEDY
E (TYP) 64 GCE K
SA
21
WTR
MI - REGISTRATION #6201038734
E ET
N
IN 65 EXP. DATE 03/12/2026
"E L 42 RE B 66
V. ST AD 67
W WTR
'30 68
IC RO
TR
4 RA WTR
69 PROJECT
PUBL
3
76.29'
2 8° .T 43 37 GCE J KAYAK
S R
TE 71
70 LAUNCH
IN 44
2
WTR
72
WTR
9'
36 73
0'
3 - 581.2
'03"W
74 GCE G 30' PUBLIC UTILITY
±1
W
GCE D
TR
45 E 75
WT
IV AT 76 CURB INLET
EASEMENT
77
R
N89°29
TR
PR
FM
46 35 78
W
0' (TYP)
TR
W
ENCY
FIRE DEPT EMERG FF
OPERATIONS PULL-O
3.3
142
B EX.
25
PTIONS
AREA (TYP)
SB-
PRIVATE STREET
DULE
E
9" 47 MARINA WALL 79 HYDRODYNAMIC
B EXCE
14 SCHE
GCE E
HEDULE . 414
34
W
30' EA PG. 407
9'0
SE. & RO
(RE: STRCT)
, PG
SEPARATOR
4 FM
3°
1, ITEM
L. 1633
,
WT
L. 1633
'
N4
R
- 581.30
(TYP)
W
WTR
48
SC
NT
TR
,
STRUCTURAL
12
ME
33 80
ITEM
EASE
25' UTILITY
LE B
RETAINING WALL
W
30' EA PG. 405
ITEM 3, PTIONS
TR
8' BOARD WALK (TYP)
SCHEDU
SE. & RO
49 EASEMENT
1
F
CONNECT
W
FM
CE
,
P.O.B.
L. 1633
WT
EX
R
WT
50 32 R
TO EXIST
PU
WATERMAIN 12" PRIVATE STREET G APPROX. 3400 WILCOX AVE,
SOFT SHORELINE
WTR
BLI
51 30' PUBLIC
31 MUSKEGON, MI 49440
22.46'
R FM
WT
UTILITY
WT
CR
WT
R R
2 1 EASEMENT
PHASE 1
WTR
52 GCE B 4 3
OA
'03"E 5
R
5
'
6
WT
- 581.40
7 GCE A 54
CONSTRUCTION
DA
WTR
8
F
30
M
WR
53 10 9 WT TR
CRITICAL DUNE
11
RESS
SE. FO BER 18, 1991 ION
EX. 40' EASEMENT 12
WTR
ROAD A
S89°29
5
BOUNDARY
SEPTEM G INFORMAT
ESS/EG
FOR INGRESS/EGRESS
29 16 15 14 13
WTR
P U B L I C (TYP)
R INGR
17
FM
IN
18
CORD
WT
R
19 CONNECT
R
WT
RE
40' EA
R
WT
NO
EX. 30' EASEMENT TO EXISTING
R
WTR
WT
ROAD
WTR
FOR WATERMAIN 28
FM
120
20
WT
R
WT
21
R
ADDITIONAL
22
WTR
WATERMAIN EASEMENT 24
23 MARINA
PARKING AREA
WTR
COS : 1869 PUBLIC ROAD A
27 26 25
.
LE B EX
WTR
.
, PG. 41 DULE B EX
140
FM
EX. 30' PUBLIC CLIENT
WT
L. 1633 14 SCHEDU
WTR
IN
R
ERMA
L.S.
WTR
UTILITY
30' EASE PG. 414
SCHE
4
. FOR
R WAT
GCE C
AD APROP. 30' FIRE
30' EA 1633, PG. 41 DULE B EX.
20' FIRE ACCESS ROAD
14
ITEM
EASEMENT
PRIVATE STREET
RO
,
139
WTR
M
L. 1633
PUBLIC
SE. FO
NT 5, ITE
115,
IN
WTR
ERMA
HE
SEMENT
30' EA
WTR
R
4
M 14 SC
WT
EASEME
R WAT
ACCESS
EA
WTR
138
MICOAST
24, ITE
SE. FO
EASEMENT
L.
WTR
NONIMPACTED
NT
DD
EX. 79' TEMP
EASEME
EX. 30' EASEMENT WETLAND 121
PROPERTIES, LLC
G
PARKIN
FM
SEMENT
EASEMENT
L. 1633 NT 12,
4
W
, PG. 44
FOR WATERMAIN 137
TR
BATHOU 1789 P795
M
A
(TYP)
EASEME
EASE.
SE EA
PARKING
O
R
TEMP
L.
WT
560 MART ST.
CR
5'
7 - 581.4
136
MUSKEGON, MI 49440
BLI
0'
6 - 581.5
WTR
E CIR 135 (231) 722-6691
PU
N
WTR
TOW E HARBOUR TOWNE CIR
SE.
SS EA
SAN
L. 1633 NT 31,
INGRES , PG. 444
WTR
S/EGRE
UR
CONNECT TO 141 134
WTR WTR
SE.
EASEME
EA
O
NT 32,
4
EXIST 8" WM @
CILITY
RESTRO 1633, PG. 44
CONNECT
RB
15' TEMP GCE M
WTR WTR
WTR
EASEME
OM FA
R
TEMP
A GATE VALVE
WT
INGRESS/EGRESS TO EXISTING
H 133
L.
EX WTR
EASEMENT E SEWER MAIN R
DOCK CT
HYDRANT WT
Monday, August-11-2025 at 9:45am O:\2306100GR The Docks Muskegon\Drawings - 2306100GR\Civil\03-Production Sheets\_PUD Drawings\100C-4-UTP-00.dwg jledy
WV
WV
N
SA
PROP. TR
W
CONSERVATION RELEASE DATE
132
EASEMENT
WTR
131
122 DATE DESCRIPTION
.
SAND
LE B EX
PROP.
PIG
WTR
L. 1633 14 SCHEDU
CONSERVATION
M
R STOR
SE. FO . 414
R
EO
CONNECT TO 123
WT
EASEMENT
, PG
WTR
130
ITEM
N
EXISTING SEWER MAIN
WT
R
NT 14,
WV
20' EA
SAN
B EX.
HIL
EASEME
HEDULE
IN
ERMA
NE CIR
SE. FO PG. 414
L C
124
M 14 SC
WV
R WAT
PROPOSED LEGEND 129
,
L. 1633
8, ITE
T
NT
30' EA
EASEME
INFILTRATION
WTR
STORM SEWER OUTLET CATCH BASIN STORM MANHOLE 125
UR TOW
WTR
PROPOSED BASIN 128
595 595
ROAD A
GRADE PROPOSED
B EX.
.
WATER QUALITY UNIT (HYDRODYNAMIC SEPARATOR) SANITARY MANHOLE
LE B EX
SAN
L. 1633 14 SCHEDULE
492 LF DIRECTIONAL BORE - 8" HDPE SDR-11 PIPE GRADE
L. 1633 14 SCHEDU
TIES
M
590 590
R STOR
SE. FO 414
GCE GENERAL COMMON ELEMENT
4
GCE O 127
R UTILI
EXISTING
, PG. 41
CONSERVATION EASEMENT
, PG.
ITEM
E HARBO
ITEM
SE. FO
GRADE
NT 11,
20' EA
20' WETLANDS
30 ,
MARINA
15' EA
5.5'MIN585 LOCATE AND
SEMENT
585 WTR
EASEME
8" x 8" TEE - CONNECT TO
CONNECT TO 126
EA
CONCRETE PAVEMENT
WTR
WATER
580 580 EXISTING
WTR
PROPOSED 8" WM
SEA WALL
MARINA WATERMAIN 8"
SEA WALL
5.5'MIN BITUMINOUS PAVEMENT
QUALITY
575 575 GRAVEL
B EX.
NOT FOR
L. 1633 14 SCHEDULE
M
R STOR
S
SE. FO . 414
REGULATED/IMPACTED WETLANDS
WALE
570 570
SAN
, PG
10' MIN 10' MIN CONSTRUCTION
M
10, ITE
20' EA
REGULATED/NONIMPACTED WETLANDS
NT
3.5'MIN
EASEME
0'
565 565
8 - 581.4
R
HISTORICAL MAPPED WETLANDS
WT
PROJECT
MARINA CHANNEL WM LOOP PROFILE
560 SCALE: H: 1"=50' V: 1" = 12.5' 560 MOUNTABLE CURB & GUTTER
CENTER LINE
PROPERTY LINE
2306100GR
RIGHT-OF-WAY LINE
) SHEET
ED
TR
W
STORM SEWER T
B EX.
CA
(VA
DULE
T
WATERMAIN
M
R STOR
14 SCHE
T
C
SE. FO . 414
EE UTILITY LAYOUT
, PG
TR
N
SANITARY SEWER
9, ITEM
L. 1633
CIR
S
W
EY ET
20' EA
PLAN
NT
A
TR
E RE
EASEME
W
W
DE
WN
DL
O S T
O
T ON
C-400
O
D)
U R S
W
L
VACATE
BO NE
TR
W
R TR
D)
A TE
W
H CA
W VA
Y(
ALLEY (
LE
AL Page 75 of 90
5' 48' ROW 5' 5' 26' ROW 5'
PROPOSED PRIVATE EASEMENT
PROPOSED PRIVATE EASEMENT
PROPOSED UTILITY EASEMENT
PROPOSED UTILITY EASEMENT
PROPOSED PRIVATE EASEMENT
PROPOSED UTILITY EASEMENT
12' 2' 10' TRAFFIC LANE 10' TRAFFIC LANE 2' 12' 5.5' 7.5' TRAFFIC LANE 7.5' TRAFFIC LANE 5.5'
CENTERLINE
PROPOSED PRIVATE EASEMENT
PROPOSED UTILITY EASEMENT
CENTERLINE
PLAN GRADE &
PLAN GRADE & INVERTED CROWN
CROWN POINT POINT
2.0% GRADE 2.0% GRADE
2.0% GRADE 2.0% GRADE PARADIGMDESIGN
ARCHITECTS | ENGINEERS
415 Leonard Street NW, Suite 200
Grand Rapids, MI 49504
MOUNTABLE CURB (RESIDENTIAL) AGGREGATE BASE, 8 INCH AGGREGATE BASE, 8 INCH (616) 785-5656
SUBBASE, CIP, 12 INCH SUBBASE, CIP, 12 INCH
Grand Rapids | Phoenix
www.paradigmae.com
PROPOSED TYPICAL SECTION - PRIVATE STREET
SECTION APPLIES TO:
PRIVATE STREET E, M
PROPOSED TYPICAL INVERTED STREET SECTION - PRIVATE STREET
T.
NOT TO SCALE
N
CU E
ME
DO TUR
ED NA
SECTION APPLIES TO: IN
SE Y
D AR
PRIVATE STREET F, G, H, I, J, K, L, N
AL
AN IN
D LIM
NOT TO SCALE
NE RE
IG P
, S TIS
5' 48' ROW 5'
AL EN
PROPOSED RIGHT OF WAY LINE
PROPOSED RIGHT OF WAY LINE
PROPOSED UTILITY EASEMENT
PROPOSED UTILITY EASEMENT
FIN UM
T A OC
IS
NO D
5' 48' ROW 5' TH
PROPOSED RIGHT OF WAY LINE
PROPOSED RIGHT OF WAY LINE
PROPOSED UTILITY EASEMENT
PROPOSED UTILITY EASEMENT
D :
AN OTE
1' 5' 6' 2' 10' TRAFFIC LANE 10' TRAFFIC LANE 2' 6' 5' 1'
IS
N
CENTERLINE
5' 1' 8' PARKING 10' TRAFFIC LANE 10' TRAFFIC LANE 2' 6' 5' 1'
3' JON W. LEDY
CENTERLINE
MI - REGISTRATION #6201038734
PLAN GRADE & EXP. DATE 03/12/2026
CROWN POINT PROJECT
PLAN GRADE &
2.0% 2.0% GRADE 2.0% GRADE 2.0%
CROWN POINT
2.0% GRADE 2.0% GRADE 2.0%
SIDEWALK PER PLAN
MOUNTABLE CURB (RESIDENTIAL) AGGREGATE BASE, 8 INCH SIDEWALK, CONC, 4 INCH
6 INCH THRU DRIVEWAYS
SUBBASE, CIP, 12 INCH
SUBBASE, CIP, 4 INCH MOUNTABLE CURB (RESIDENTIAL) AGGREGATE BASE, 8 INCH SIDEWALK, CONC, 4 INCH
6 INCH THRU DRIVEWAYS
SUBBASE, CIP, 12 INCH
SUBBASE, CIP, 4 INCH
PROPOSED TYPICAL SECTION - PRIMARY STREET PROPOSED TYPICAL SECTION - PRIMARY STREET WITH PARALLEL PARKING APPROX. 3400 WILCOX AVE,
SECTION APPLIES TO: MUSKEGON, MI 49440
SECTION APPLIES TO: PUBLIC ROADWAY A, B, C, D
PUBLIC ROADWAY A, B, C, D
NOT TO SCALE
NOT TO SCALE
PHASE 1
CONSTRUCTION
PROPOSED RIGHT OF WAY LINE
PROPOSED UTILITY EASEMENT
ROW 5'
17.32' PARKING 14.68' ONE WAY TRAFFIC LANE 2' 5' 5' 1'
CENTERLINE
5' 62.5' ROW 5'
PROPOSED RIGHT OF WAY LINE
PROPOSED RIGHT OF WAY LINE
5' 2'
PROPOSED UTILITY EASEMENT
PROPOSED UTILITY EASEMENT
6'
1' 5' 0.5' 18' PARKING 14' TRAFFIC LANE 10' TRAFFIC LANE 2' 6' 5' 1'
CENTERLINE
PLAN GRADE 2.0%
2.0% GRADE
2.0% GRADE
CLIENT
PLAN GRADE &
CROWN POINT
2.0% 2.0% GRADE 2.0% GRADE 2.0% MOUNTABLE CURB
SIDEWALK, CONC, 4 INCH
SIDEWALK, CONC, 4 INCH
6 INCH THRU DRIVEWAYS
STANDARD CURB AGGREGATE BASE, 8 INCH (RESIDENTIAL)
6 INCH THRU DRIVEWAYS MICOAST
SUBBASE, CIP, 12 INCH
SUBBASE, CIP, 4 INCH
SUBBASE, CIP, 4 INCH PROPERTIES, LLC
560 MART ST.
STANDARD CURB AGGREGATE BASE, 8 INCH MOUNTABLE CURB (RESIDENTIAL) SIDEWALK, CONC, 4 INCH
MUSKEGON, MI 49440
SUBBASE, CIP, 12 INCH
6 INCH THRU DRIVEWAYS
SUBBASE, CIP, 4 INCH
PROPOSED TYPICAL SECTION - PRIMARY ONE WAY STREET WITH ANGLED PARKING (231) 722-6691
SIDEWALK PER PLAN SECTION APPLIES TO:
PUBLIC ROADWAY B
NOT TO SCALE
Monday, August-11-2025 at 9:45am O:\2306100GR The Docks Muskegon\Drawings - 2306100GR\Civil\03-Production Sheets\_PUD Drawings\100C-7-ROW-SEC-00.dwg jledy
PROPOSED TYPICAL SECTION - PRIMARY STREET WITH PARKING
R6"
CONCRETE OR
ASPHALT PAVING 1-1/4"
SECTION APPLIES TO: RELEASE DATE
PUBLIC ROADWAY A, C
3"
1"
NOT TO SCALE DATE DESCRIPTION
9-1/2"
7-1/2"
R12"
12"
5' 54' PUBLIC ROW 5'
PROPOSED RIGHT OF WAY LINE
24"
PROPOSED RIGHT OF WAY LINE
PROPOSED UTILITY EASEMENT
PROPOSED UTILITY EASEMENT
NOTES 1) CONTRACTION JOINTS SHALL BE PLACED EVERY 10 FT.
2) EXPANSION JOINTS SHALL BE PLACED AT 350 FT. MIN.
AND AT ALL RADIUS POINTS.
3) CONCRETE SHALL CONFORM TO M.D.O.T. SPEC. 802.
24" MOUNTABLE
1' 5' 6' 2' 20' 2' 18' 18' 2' 20' 2' 6' 5' 1'
CENTERLINE
CENTERLINE
CONCRETE CURB & GUTTER
PLAN GRADE & PLAN GRADE & NOT TO SCALE
CROWN POINT CROWN POINT
2.0% 2.0% GRADE 2.0% GRADE 2.0% GRADE 2.0% GRADE 2.0%
5 1/2"
1 3/4" CONCRETE OR
BITUMINOUS
NOT FOR
2" RADIUS, TYP PAVING CONSTRUCTION
SIDEWALK, CONC, 4 INCH
MOUNTABLE CURB (RESIDENTIAL) MOUNTABLE CURB (RESIDENTIAL) AGGREGATE BASE, 8 INCH SIDEWALK, CONC, 4 INCH
1 3/8"
6 INCH THRU DRIVEWAYS AGGREGATE BASE, 8 INCH 1" / FT SLOPE
6 INCH THRU DRIVEWAYS PROJECT
6"
SUBBASE, CIP, 4 INCH SUBBASE, CIP, 12 INCH SUBBASE, CIP, 12 INCH
SUBBASE, CIP, 4 INCH
2306100GR
6"
2'-0" SHEET
STANDARD 12" SUB BASE
PROPOSED TYPICAL SECTION - BOULEVARD STANDARD 24" CURB & GUTTER TYPICAL SECTIONS
SECTION APPLIES TO: NOT TO SCALE
PUBLIC ROADWAY A, B
NOT TO SCALE
C-700
Page 76 of 90
BRIG
WINDWAR
ARLINGTON
BRIGHTON AVE
WTR
WTR WTR TR
THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY
W
PIPES,CONDUITSOR STRUCTURESSHOWNON THESEPLANSWAS
SA
PARK PLACE
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE
N
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
1 MEASURESTO PROTECTTHE UTILITY LINES SHOWN ON THESE
SAN
SAN
FIG-1 114
N DRAWINGS. THE CONTRACTORFURTHERASSUMESALL LIABILITY
R
TE
AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITS OR
100 STRUCTURESSHOWNOR NOT SHOWNON THESEDRAWINGS.THE
A
PUBLIC ROAD C
EW
117 116
SA
CONTRACTORSHALLPOTHOLEALL EXISTINGUTILITIESTO VERIFY
113
N
115 THE LOCATION AND ANY DISCREPANCYBETWEEN THE PLANS
D G
E EET
PARK PLACE
118 101 99
WT
R 0 100' 200' SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
STR PARADIGMDESIGN
119
EDGEWA
ARLINGTON AVENUE
SAN
112
ET
RE
TER STR
ST
ER
WTR REET W AT
SAN GE
87
EET
ATER ST
102 98
EDGEW ED
86 WTR ARCHITECTS | ENGINEERS
111
SAN
38 GCE I WTR
SAN
103 97 88 85
WTR
415 Leonard Street NW, Suite 200
39 110 Grand Rapids, MI 49504
WIL
±10'
(616) 785-5656
' 104 96 89 84
. 94
1.0'
0
COX
21 40 109
E Grand Rapids | Phoenix
0"E LI N
8 R
.
° 34
AV
'3 41
Muskegon Fire Dept. Truck
PUBLIC ROAD C www.paradigmae.com
S2 .T
DAMFINO PROPERTY
AVE
LARSEN PROPERTY
ER 42
ARLINGTON ROAD END
N89°29'03"W 276.29'
T
SA
WT
I N
N
R
43 105 95 90
PUBLIC ROAD C
108
NU
44 83 81
GCE F 106 94
E
' 45 37 91 57 FIRE DEPT EMERGENCY
56
OPERATIONS PULL-OFF
GOLF
CART
GOLF
CART
UE
0 AREA (TYP)
T.
46
FIRE DEPT EMERGENCY FIRE DEPT EMERGENCY
.3
GCE H
ET
N
OPERATIONS PULL-OFF OPERATIONS PULL-OFF
N
CU E
VE
AREA (TYP) AREA (TYP)
ME
53 107
DO TUR
XA
36
SB-
92
E
2
SB-
CO
R
SA
ED NA
2 IN
T
WILN
E
S
9"
SA
SE Y
WT
RY
D AR
FIG-1 82
'0
N
AL
R
49
AN IN
GCE L
R
145 144
D LIM
3° 35 93 147 146
47
E
CH
NE RE
N4
GCE D 6
IG P
143
, S TIS
T
EE
AL EN
FIG-1
TR
YS
48
R
FIN UM
ER
CH
34
AD B
T A OC
PUBLIC RO
IS
NO D
TH
P.O.B.
49
FIRE ATIONS PU
OPER (TYP)
D :
AREA
AN OTE
DEPT
IS
33 3
EMER LL-OFF
N
WT
GENC
50 FIG-1
Y
R
69 68 67 66 65 64 GCE K 63 62 61 60 59 58
S89°29'03"E 522.46'
JON W. LEDY
GCE J
PUBLIC ROAD B
SA
72 71 70
PUB
76 75 74 GCE G 73 MI - REGISTRATION #6201038734
N
32 78 77 EMERGENCY EXP. DATE 03/12/2026
4 51 79
SA
VEHICLE OPERATIONAL
N
PROJECT
LIC R
FIG-1 GCE E AREA BUMP OUT
31 80 55
40' EASE. FOR INGRESS/EGRESS
52 (MIN. 20' x50', TYP)
NO RECORDING INFORMATION
FIRE ATIONS PU
OPER (TYP)
AREA
SEPTEMBER 18, 1991
DEPT
OAD
EMER LL-OFF
GCE B
GENC
Y
53
A
30
29
WTR
EASEMENT 5, ITEM 14 SCHEDULE B EX.
30' EASE. FOR WATERMAIN
28
SB-
GENCY
L. 1633, PG. 414
PULL-OFF
FIRE DEPT EMER
OPERATIONS
AREA (TYP)
EASEMENT 24, ITEM 14 SCHEDULE B EX.
142
EASEMENT 1, ITEM 14 SCHEDULE B EX.
ITEM 12, SCHEDULE B EXCEPTIONS
30' EASE. FOR WATERMAIN
APPROX. 3400 WILCOX AVE,
L. 1633, PG. 414
WTR
FM
30' EASE. & ROW
GCE C
L. 1633, PG. 407
L. 1633, PG. 414
27 MUSKEGON, MI 49440
19 18 17 16 15
14
PHASE 1
FM
20 13 12
WTR
26 25 24 23 22 21 11 10 9 8 7 GCE A 6 5 4 3 2 1
CONSTRUCTION
ITEM 3, SCHEDULE B
FM
30' EASE. & ROW
L. 1633, PG. 405
EXCEPTIONS
WT
R
70.0'
PUBLIC ROAD A FM
PUBLIC ROAD A
WTR
WTR
5
FM
WTR
20' 54 FIG-1
FM
WTR
TEMP INGRESS/EGRESS EASE.
B
FM
D
TEMP EASE. PARKING
A
WTR
L. 1633, PG. 444
EASEMENT 12,
L. 1633, PG. 444
EASEMENT 31,
O
R35.0'
R
WV
WTR
WV
I C
BATHOUSE EASEMENT
L
EASEMENT 115, ITEM 14 SCHEDULE B EX.
TOWNE CIR
PUB
120 CLIENT
L. 1789 P795
RESTROOM FACILITY EASE.
R
L. 1633, PG. 444
EASEMENT 32,
82'
FM R
OUR28'
30' EASE. FOR L.S.
L. 1633, PG. 414
W
T
A RB
EH
WTR
70.0'
COS : 1869
107 MICOAST
T
KC
OC
R
DD
PUBLIC R
CI
PROPERTIES, LLC
R
WT
140
NE
SAN
O
W
AD A
TO
20'
FM R
UR
W
SAND DOCK CT
BO
T
R
HA
E HARB
CT
E
560 MART ST.
LL
WTR
R35.0' 139
HI
WV
RED LINE
OUR TO
WTR
RED LINE
ON
118
GREEN LINE
OAD D
GE
MUSKEGON, MI 49440
WNE CI
EASEMENT 8, ITEM 14 SCHEDULE B EX.
IR
PI
WNE C
W UR TO
TR
BO
PIG
20'
WTR E HAR
R24'
WTR
R
30' EASE. FOR WATERMAIN
120' R28' 121 138
L. 1633, PG. 414
WTR N
(231) 722-6691
119
SA
EON
MARINA ALT. HAMMERHEAD
R
137
WV
C
82'
1
I
HILL C
L
R
WT
B
N
EASEMENT 30, ITEM 14 SCHEDULE B EX.
SCALE: 1" = 30' 0 30' 60'
136
PU
15' EASE. FOR UTILITIES
L. 1633, PG. 414
78 77
Monday, August-11-2025 at 9:45am O:\2306100GR The Docks Muskegon\Drawings - 2306100GR\Civil\03-Production Sheets\_PUD Drawings\100C-FIG-VTE.dwg jledy
VEHICLE PROFILE & DATA
GCE M 135
T
N
SA
EASEMENT 1, ITEM 14 SCHEDULE B EX.
TR
141
RELEASE DATE
ITEM 12, SCHEDULE B EXCEPTIONS
7
W
43 20' 134
EASEMENT 14, ITEM 14 SCHEDULE B EX.
20' NOT TO SCALE DATE DESCRIPTION
20' EASE. FOR STORM
L. 1633, PG. 414
133
EASEMENT 11, ITEM 14 SCHEDULE B EX.
STND. HAMMERHEAD LAKESIDE ALT. HAMMERHEAD
20' EASE. FOR STORM
L. 1633, PG. 414
2 3
R
R18.0' 132
WT
37 131
SCALE: 1" = 30' 0 30' 60' SCALE: 1" = 30' 0 30' 60' N 122
N
SAN
E HARBOUR TOWNE CIR
R18.0'
123
EASEMENT 10, ITEM 14 SCHEDULE B EX.
130
20' EASE. FOR STORM
L. 1633, PG. 414
R18.0' 36
124
WTR
129
E
NU
125
SAN
56
VE
128
R18.0' R34.0'
XA WT
R
FM
EASEMENT 9, ITEM 14 SCHEDULE B EX.
47 35 GCE O
CO
127
20' EASE. FOR STORM
WTR
L. 1633, PG. 414
E
WTR
NU
R18.0'
VE
WIL
FM
A
OX
SA
NOT FOR
LC
R13.0' 126
N
WI
WTR
FM R30.0'
CONSTRUCTION
WTR
WT
SAN
R
48 FM
R28.0' 108.5'
34 WTR PROJECT
TR
FM
W
2306100GR
SAN
WTR
144
49
WTR
WT
R SHEET
ED)
E CIR T (V
A CAT
VEHICLE
WN EE
R
TO
WT
STR
4
BOULEVARD HAMMERHEAD
5
PRIVATE
54
STREET
6
143
PRIVATE STREETBO UR DEW
EY TRACKING EXHIBIT
SCALE: 1" = 40' 0 20' 40' 80'
N SCALE: 1" = 30' 0 30' 60' N SCALE: 1" = 30' 0
HAR 30' 60' N
FIG-1
W
Page 77 of 90
D DRIVE
AVENUE
R
WT
WTR
N AVE
SAN
WTR
THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY
WTR
EXISTING CUL-DE-SAC
TR
PIPES,CONDUITSOR STRUCTURESSHOWNON THESEPLANSWAS
W
R SA
WT
TO BE RELOCATED N OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE
R
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
BRIGHTO
A
N
MEASURESTO PROTECTTHE UTILITY LINES SHOWN ON THESE
ACE
W
O
WTR
DRAWINGS. THE CONTRACTORFURTHERASSUMESALL LIABILITY
N
D
SAN
T
STRUCTURAL WTR AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITS OR
G
WI N
SAN
RETAINING WALL STRUCTURESSHOWNOR NOT SHOWNON THESEDRAWINGS.THE
PARK PL
EDGEWATER STREET
SAN
N
WTR
SAN
SAN
CONTRACTORSHALLPOTHOLEALL EXISTINGUTILITIESTO VERIFY
SAN
WTR
ARL I
WTR
WTR WTR
THE LOCATION AND ANY DISCREPANCYBETWEEN THE PLANS
0 100' 200' SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
WTR
PARADIGMDESIGN
ARCHITECTS | ENGINEERS
SA
W
TR
N
415 Leonard Street NW, Suite 200
114 100
MUSKEGON LAKE T
Grand Rapids, MI 49504
SAN
E
ROAD C
99 86 (616) 785-5656
113 101 87
TRE
115 98 85 YS Grand Rapids | Phoenix
SA
117 116 GCE I R
N
88 56
ER www.paradigmae.com
1.0'
SA
112
W
102
TR
CH
N
C
97 84
I
118
GENCY
L
WI
57
CART
PT EMER
GOLF
FIRE DE ONS PULL-OFF
OPERATI P)
89
B
CART
GOLF
AREA (TY
111 103
LC
U
119 96
P
OAD C
OX
110 104 B LI C R
PU
AV
GENCY
PT EMER F
FIRE DE IONS PULL-OF
OPERAT P)
T.
AREA (TY
AD C
EN
N
CU E
ME
DO TUR
109 81
W
TR
90
UE
ED NA
83 IN
8'
GENCY
FIR ERATIO P)
7'
PT EMER
OP A (TY
F
SA
FIRE DE IONS PULL-OF
ARE
ED
SE Y
4 - 581.3
OPERAT P)
2 - 581.2
95
RO
EPT NS P
D AR
N
AREA (TY
EM ULL-O
AL
ERG FF
AN IN
E NC
D LIM
105 91
SA
Y
GCE L
N
NE RE
38
PUBLIC
94
IG P
, S TIS
GCE H
AL EN
39 GCE F 106 92
FIN UM
108 82
B
T A OC
W
IS
TR
NO D
TH
ROAD
93
FIR ERATIO P)
OP A (TY
55
ARE
ED
D :
AN OTE
EPT NS P
±10'
58
IS
EM ULL-O
40 59
ERG FF
ELEVATED
N
60
ENC
107
Y
61
4' BOARDWALK 62
PUBLIC
0.
9 41 63 JON W. LEDY
(TYP) 64 GCE K
SA
21
MI - REGISTRATION #6201038734
E
N
IN 66 65 EXP. DATE 03/12/2026
'30
"E
V.
L 42
AD B 68 67
IC RO PROJECT
4 RA 69
PUBL
3
76.29'
2 8° .T 43 37 GCE J KAYAK
S R
TE 71
70 LAUNCH
IN 44
2
72
9'
36 73
0'
3 - 581.2
'03"W
74 GCE G
±1
45 GCE D 75
76
77
N89°29
FM
46 35 MARINA WALL 78
W
0' TR
ENCY
FIRE DEPT EMERG FF
OPERATIONS PULL-O
3.3 (RE: STRCT)
25
AREA (TYP)
E
9" 47 79
4 9'0 34 GCE E FM
3° WT
0'
N4
R
48
1 - 581.3
33 80
49 FM
8' BOARD WALK (TYP)
P.O.B.
WT
R
50 32
PU
SOFT SHORELINE APPROX. 3400 WILCOX AVE,
BLI
51 31 MUSKEGON, MI 49440
22.46'
FM
CR
CRITICAL DUNE
WT
R
2 1
PHASE 1
52 GCE B 3 BOUNDARY
4
OA
'03"E 5
5 (TYP)
'
6
- 581.40
7 GCE A 54
CONSTRUCTION
DA
8
FM
30 9
WT
53
R
11 10
12 A
S89°29
5
CONNECT TO PHASE 1
ROAD
29
18
17 16 15 14 13
PUBLIC FM
R
WT
ROAD
19
28 120
FM
20
WT
R
21
22
WTR
24
23
COS : 1869 PUBLIC ROAD A
27 26 25
140
FM
CLIENT
WT
R
GCE C
RO AD A 139
PUBLIC
WTR
ACC ESS RO
AD 138
MICOAST
DD
20' FIRE 121
PROPERTIES, LLC
FM
W
137
TR
OA
560 MART ST.
CR
5'
7 - 581.4
136
MUSKEGON, MI 49440
BLI
0'
6 - 581.5
WTR
E CIR 135 (231) 722-6691
PU
TOW N E HARBOUR TOWNE CIR SAN
NONIMPACTED WTR
UR
134
WTR WTR
WETLAND
(TYP) B O WTR WTR
GCE M
R
R
HA
WT
133
E
DOCK CT
WTR
Monday, August-11-2025 at 9:45am O:\2306100GR The Docks Muskegon\Drawings - 2306100GR\Civil\03-Production Sheets\_PUD Drawings\100C-FIG-PHS.dwg jledy
WV
WV
N
SA
TR
W
132 RELEASE DATE
WTR
131
122 DATE DESCRIPTION
SAND
PIG
R
123
WT
130
E
WTR
ON
WT
R
WV
SAN
HIL
NE CIR
124
WV
129
LC
T
125
PROPOSED PHASE LEGEND
UR TOW
WTR
128
SAN
PHASE 1
GCE O 127
E HARBO
PHASE 2
PHASE 3
126
WATER
WTR
COMPLETED PHASE
QUALITY
NOT FOR
WALES
SAN
CONSTRUCTION
0'
8 - 581.4
R
WT
PROJECT
2306100GR
) SHEET
ED
TR
W
T
CA
(VA
T
T
C
EE
TR
N
CIR
S PHASING PLAN
W
EY E T
A
TR
E W
RE
W
DE
WN
DL
T
O NS
O
RT FIG-2
O
O
D)
U S
W
L
VACATE
BO NE
TR
W
R TR
D)
A TE
W
H CA
W VA
Y(
ALLEY (
LE
AL Page 78 of 90
D DRIVE
AVENUE
R
WT
WTR
N AVE
SAN
EXISTING CUL-DE-SAC
WTR
THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY
WTR
TR
TO BE RELOCATED PIPES,CONDUITSOR STRUCTURESSHOWNON THESEPLANSWAS
W
R SA
WT
N OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE
R
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
BRIGHTO
A
N
MEASURESTO PROTECTTHE UTILITY LINES SHOWN ON THESE
ACE
W
O
22.0' WIDE PUBLIC WTR
DRAWINGS. THE CONTRACTORFURTHERASSUMESALL LIABILITY
N
D
SAN
T
ACCESS STREET WTR AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITS OR
G
STRUCTURAL
WI N
SAN
STRUCTURESSHOWNOR NOT SHOWNON THESEDRAWINGS.THE
PARK PL
EDGEWATER STREET
SAN
N
RETAINING WALL 15.0' SAN SAN WTR
CONTRACTORSHALLPOTHOLEALL EXISTINGUTILITIESTO VERIFY
SAN
WTR
ARL I
WIDE
WTR
WTR WTR
THE LOCATION AND ANY DISCREPANCYBETWEEN THE PLANS
15.0' 0 100' 200' SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
WTR
PROPOSED ALLEY
CONSERVATION WIDE
ALLEY
PARADIGMDESIGN
EASEMENT 12.0' ARCHITECTS | ENGINEERS
WIDE
SA
W
TR
N
ALLEY 415 Leonard Street NW, Suite 200
114 100
MUSKEGON LAKE T
Grand Rapids, MI 49504
SAN
E
ROAD C
99 86 15.0' (616) 785-5656
113 101 87 WIDE TRE
115 98 85 ALLEY YS Grand Rapids | Phoenix
SA
117 116 GCE I 15.0' R
N
88 56
ER www.paradigmae.com
1.0'
SA
112
W
102 WIDE
TR
CH
N
C
97 84 ALLEY
I
118
GENCY
L
WI
57
CART
PT EMER
GOLF
FIRE DE ONS PULL-OFF
OPERATI P)
89
B
CART
GOLF
AREA (TY
111 103
LC
U
119 96
P
OAD C
OX
110 104 B LI C R
PU
AV
12.0'
GENCY
PT EMER F
FIRE DE IONS PULL-OF
OPERAT P)
T.
AREA (TY
AD C
WIDE
EN
N
15.0'
CU E
ME
DO TUR
15.0' 109 81
W
ALLEY
TR
90 WIDE ALLEY
UE
ED NA
WIDE 83 IN
8'
GENCY
FIR ERATIO P)
7'
PT EMER
OP A (TY
F
SA
FIRE DE IONS PULL-OF
ARE
ED
SE Y
4 - 581.3
OPERAT P)
2 - 581.2
95
RO
EPT NS P
D AR
ALLEY
N
AREA (TY
EM ULL-O
AL
ERG FF
AN IN
E NC
D LIM
105 91
SA
Y
GCE L
N
NE RE
38
PUBLIC
94
IG P
, S TIS
GCE H
AL EN
39 GCE F 106 92
FIN UM
108 82
B
T A OC
15.0'
W
IS
TR
NO D
TH
ROAD
WIDE
93
FIR ERATIO P)
OP A (TY
55
ARE
ED
D :
ALLEY
AN OTE
EPT NS P
±10'
58
IS
EM ULL-O
40 59
ERG FF
ELEVATED
N
60
ENC
107
Y
61
4' BOARDWALK 62
PUBLIC
0.
9 41 63 JON W. LEDY
(TYP) 64 GCE K
SA
21
MI - REGISTRATION #6201038734
E
N
IN 66 65 EXP. DATE 03/12/2026
'30
"E
V.
L 42 22.0' WIDE PRIVATE
AD B 68 67
IC RO PROJECT
4 RA ACCESS STREET 69
PUBL
3
76.29'
2 8° .T 43 37 GCE J KAYAK
S R
TE 71
70 LAUNCH
IN 44
2
72
9'
36 73
0'
3 - 581.2
'03"W
74 GCE G 20.0'
±1
45 GCE D 75
76 WIDE
77 ALLEY
N89°29
FM
46 35 MARINA WALL 78
W
0' TR
ENCY
FIRE DEPT EMERG FF
OPERATIONS PULL-O
3.3 (RE: STRCT)
25
AREA (TYP)
E
9" 47 79
4 9'0 34 GCE E FM
3° WT
0'
N4
R
48
1 - 581.3
33 80
49 FM
8' BOARD WALK (TYP)
P.O.B.
WT
R
50 32 15.0'
PU
WIDE
SOFT SHORELINE APPROX. 3400 WILCOX AVE,
BLI
51 ALLEY
31 MUSKEGON, MI 49440
22.46'
FM
CR
WT
R
2 1
52 GCE B 4 3
PHASE 1
OA
'03"E 5
5 CRITICAL DUNE
'
6
- 581.40
7 GCE A 54 BOUNDARY
CONSTRUCTION
DA
8
FM
30 9
WT
53 (TYP)
R
11 10
12
OAD A
S89°29
5
R
29
18
17 16 15 14 13
PUBLIC FM
WT
CONNECT
R
19
TO PHASE 1
ROAD
28 120
FM
20
WT
R
21
22
WTR
24
23
COS : 1869 PUBLIC ROAD A
27 26 25
140
FM
CLIENT
WT
R
GCE C ADDITIONAL
RO AD A MARINA 139
PUBLIC PARKING AREA
WTR
NONIMPACTED
WETLAND
20' EMERGENCY ACCESS ROAD
138
MICOAST
DD
(TYP)
121
PROPERTIES, LLC
FM
W
137
TR
OA
560 MART ST.
CR
5'
7 - 581.4
136
MUSKEGON, MI 49440
BLI
0'
6 - 581.5
WTR
E CIR 135 (231) 722-6691
PU
TOW N E HARBOUR TOWNE CIR SAN
WTR
UR
134
WTR WTR
PROPOSED B O WTR WTR
GCE M
R
R
HA
WT
CONSERVATION 133
E
DOCK CT
WTR
EASEMENT
WV
Monday, August-11-2025 at 9:45am O:\2306100GR The Docks Muskegon\Drawings - 2306100GR\Civil\03-Production Sheets\_PUD Drawings\100C-FIG-PVP.dwg jledy
20.0'
WV
N
SA
TR
WIDE
W
132 RELEASE DATE
ALLEY
WTR
131
122 DATE DESCRIPTION
SAND
PIG
R
123
WT
PROPOSED 130
E
WTR
ON
CONSERVATION
WT
R
WV
SAN
EASEMENT
HIL
NE CIR
124
WV
129
LC
T
125
PROPOSED LEGEND
UR TOW
WTR
128
GCE GENERAL COMMON ELEMENT
SAN
MARINA GCE O 127
E HARBO
CONCRETE PAVEMENT
126
WATER
BITUMINOUS PAVEMENT
WTR
GRAVEL
QUALITY
REGULATED/IMPACTED WETLANDS
NOT FOR
WALES
REGULATED/NONIMPACTED WETLANDS
SAN
HISTORICAL MAPPED WETLANDS
CONSTRUCTION
0'
8 - 581.4
R
WT
PUBLIC RIGHT-OF-WAY PROJECT
PRIVATE ACCESS EASEMENT
GREEN AREAS AND PARKS 2306100GR
AREA OF STEEP SLOPES
) SHEET
ED
TR
W
T
ACCESSIBLE WATER FRONT CA
(VA PUBLIC VS.
T
T
C
MOUNTABLE CURB & GUTTER
EE
TR
N
CIR YS PRIVATE ACCESS
W
CENTER LINE
E ET
A
TR
E EW E
W
PROPERTY LINE
WN TR
DL
D
FIGURE
O NS
RIGHT-OF-WAY LINE
O
T
FIG-3
O
O
D)
PRIVATE EASEMENT
U R S
W
L
VACATE
BO NE
TR
W
CONSERVATION EASEMENT
R TR
D)
A TE
W
H CA
W VA
Y(
ALLEY (
LE
AL Page 79 of 90
Exhibit E
Lot Size Set Back
Road -
Lot/Unit # Building# Description Width Depth Total Alley Side Back Side Phase
1 Nantucket style boardwalk cottage 35 70 2,450 15 5 0 5 1
2 Nantucket style boardwalk cottage 35 70 2,450 15 5 0 5 1
3 Nantucket style boardwalk cottage 35 70 2,450 15 5 0 5 1
4 Nantucket style boardwalk cottage 35 70 2,450 15 5 0 5 1
5 Nantucket style boardwalk cottage 35 70 2,450 15 5 0 5 1
6 Nantucket style boardwalk cottage 35 70 2,450 15 5 0 5 1
7 Nantucket style boardwalk cottage 35 70 2,450 15 5 0 5 1
8 Nantucket style boardwalk cottage 35 70 2,450 15 5 0 5 1
9 Nantucket style boardwalk cottage 35 70 2,450 15 5 0 5 1
10 Nantucket style boardwalk cottage 35 70 2,450 15 5 0 5 1
11 Nantucket style boardwalk cottage 35 70 2,450 15 5 0 5 1
12 Nantucket style boardwalk cottage 35 70 2,450 15 5 0 5 1
13 Homes with walk out and or partial split on greenbelt 53 115 6,095 20 10 30 0 1
14 Homes with walk out and or partial split on greenbelt 53 115 6,095 20 10 30 0 1
15 Homes with walk out and or partial split on greenbelt 53 115 6,095 20 10 30 0 1
16 Homes with walk out and or partial split on greenbelt 53 115 6,095 20 10 30 0 1
17 Homes with walk out and or partial split on greenbelt 53 115 6,095 20 10 30 0 1
18 Homes with walk out and or partial split on greenbelt 53 120 6,360 20 10 30 0 1
19 Homes with walk out and or partial split on greenbelt 53 125 6,625 20 10 30 0 1
20 Homes with walk out and or partial split on greenbelt 50 150 7,500 20 10 30 0 1
21 Homes with walk out and or partial split on greenbelt 50 150 7,500 20 10 30 0 1
22 Homes with walk out and or partial split on greenbelt 50 150 7,500 20 10 30 0 1
23 Homes with walk out and or partial split on greenbelt 50 145 7,250 20 10 30 0 1
Page 80 of 90
Lot Size Set Back
Road -
Lot/Unit # Building# Description Width Depth Total Alley Side Back Side Phase
24 Homes with walk out and or partial split on greenbelt 50 140 7,000 20 10 30 0 1
25 Homes with walk out and or partial split on greenbelt 50 135 6,750 20 10 30 0 1
26 Homes with walk out and or partial split on greenbelt 50 130 6,500 20 10 30 0 1
28 Homes with walk out and or partial split on marina 70 70 4,900 15 8 20 8 1
29 Homes with walk out and or partial split on marina 50 90 4,500 15 8 20 8 1
30 Homes with walk out and or partial split on marina 50 90 4,500 15 8 20 8 1
31 Homes with walk out and or partial split on marina 50 115 5,750 15 8 20 8 1
32 Homes with walk out and or partial split on marina 50 115 5,750 15 8 20 8 1
33 Homes with walk out and or partial split on marina 50 115 5,750 15 8 20 8 1
34 Homes with walk out and or partial split on marina 50 120 6,000 15 8 20 8 1
35 Homes with walk out and or partial split on marina 50 120 6,000 15 8 20 8 1
36 Homes with walk out and or partial split on marina 50 120 6,000 15 8 20 8 1
37 Homes with walk out and or partial split on marina 50 120 6,000 15 8 20 8 1
38 Muskegon Lake Lots 60 150 9,000 20 8 30 8 1
39 Muskegon Lake Lots 50 150 7,500 20 8 30 8 1
40 Muskegon Lake Lots 50 150 7,500 20 8 30 8 1
41 Muskegon Lake Lots 50 150 7,500 20 8 30 8 1
42 Muskegon Lake Lots 50 150 7,500 20 8 30 8 1
43 Muskegon Lake Lots 50 150 7,500 20 8 30 8 1
44 Muskegon Lake Lots 50 150 7,500 20 8 30 8 1
45 Muskegon Lake Lots 50 150 7,500 20 8 30 8 1
46 Muskegon Lake Lots 65 150 9,750 20 8 30 8 1
47 Harbor Towne Marina and Channel Views 48 120 5,760 20 8 20 8 1
Page 81 of 90
Lot Size Set Back
Road -
Lot/Unit # Building# Description Width Depth Total Alley Side Back Side Phase
48 Harbor Towne Marina and Channel Views 48 120 5,760 20 8 20 8 1
49 Harbor Towne Marina and Channel Views 48 120 5,760 20 8 20 8 1
50 Harbor Towne Marina and Channel Views 48 115 5,520 20 8 20 8 1
51 Harbor Towne Marina and Channel Views 48 110 5,280 20 8 20 8 1
52 Harbor Towne Marina and Channel Views 48 110 5,280 20 8 20 8 1
53 Harbor Towne Marina and Channel Views 48 110 5,280 20 8 20 8 1
27 2-3 Story Condo on Marina 1
27 2-3 Story Condo on Marina 1
27 2-3 Story Condo on Marina 1
27 2-3 Story Condo on Marina 1
27 2-3 Story Condo on Marina 1
27 2-3 Story Condo on Marina 1
27 2-3 Story Condo on Marina 1
27 2-3 Story Condo on Marina 1
27 2-3 Story Condo on Marina 1
27 2-3 Story Condo on Marina 1
27 2-3 Story Condo on Marina 1
27 2-3 Story Condo on Marina 1
27 2-3 Story Condo on Marina 1
27 2-3 Story Condo on Marina 1
27 2-3 Story Condo on Marina 1
142 2-3 Story Condo 2
142 2-3 Story Condo 2
Page 82 of 90
Lot Size Set Back
Road -
Lot/Unit # Building# Description Width Depth Total Alley Side Back Side Phase
142 2-3 Story Condo 2
142 2-3 Story Condo 2
142 2-3 Story Condo 2
142 2-3 Story Condo 2
142 2-3 Story Condo 2
142 2-3 Story Condo 2
142 2-3 Story Condo 2
142 2-3 Story Condo 2
142 2-3 Story Condo 2
142 2-3 Story Condo 2
142 2-3 Story Condo 2
142 2-3 Story Condo 2
142 2-3 Story Condo 2
142 2-3 Story Condo 2
142 2-3 Story Condo 2
142 2-3 Story Condo 2
54 Townhomes 2
54 Townhomes 2
54 Townhomes 2
54 Townhomes 2
54.1 Townhomes 2
54.1 Townhomes 2
143 Townhomes 2
Page 83 of 90
Lot Size Set Back
Road -
Lot/Unit # Building# Description Width Depth Total Alley Side Back Side Phase
143 Townhomes 2
143 Townhomes 2
143 Townhomes 2
143 Townhomes 2
144 Townhomes 2
144 Townhomes 2
144 Townhomes 2
144 Townhomes 2
144 Townhomes 2
144 Townhomes 2
145 Townhomes 2
145 Townhomes 2
145 Townhomes 2
145 Townhomes 2
145 Townhomes 2
145 Townhomes 2
145 Townhomes 2
145 Townhomes 2
58 Boat House Lot 40 90 3,600 20 10 0 0 3
59 Boat House Lot 40 90 3,600 20 10 0 0 3
60 Boat House Lot 40 90 3,600 20 10 0 0 3
61 Boat House Lot 40 90 3,600 20 10 0 0 3
62 Boat House Lot 40 90 3,600 20 10 0 0 3
Page 84 of 90
Lot Size Set Back
Road -
Lot/Unit # Building# Description Width Depth Total Alley Side Back Side Phase
63 Boat House Lot 40 90 3,600 20 10 0 0 3
64 Boat House Lot 40 90 3,600 20 10 0 0 3
65 Boat House Lot 40 90 3,600 20 10 0 0 3
66 Boat House Lot 40 90 3,600 20 10 0 0 3
67 Boat House Lot 40 90 3,600 20 10 0 0 3
68 Boat House Lot 40 90 3,600 20 10 0 0 3
69 Boat House Lot 40 90 3,600 20 5 10 5 3
70 Marina front lots 40 115 4,600 20 8 30 8 3
71 Marina front lots 40 120 4,800 20 8 30 8 3
72 Marina front lots 40 125 5,000 20 8 30 8 3
73 Marina front lots 40 125 5,000 20 8 30 8 3
74 Marina front lots 40 120 4,800 20 8 30 8 3
75 Marina front lots 40 115 4,600 20 8 30 8 3
76 Marina front lots 40 115 4,600 20 8 30 8 3
77 Marina front lots 40 105 4,200 20 8 30 8 3
78 Marina front lots 55 100 5,500 20 8 30 8 3
79 Marina front lots 120 90 10,800 20 8 30 8 3
80 Boat House Lot 120 90 10,800 20 10 15 0 3
81 Corner Lot Overlooking open space 85 40 3,400 10 10 5 10 3
82 Double Corner lot 85 45 3,825 5 10 5 10 3
83 Double Corner lot 85 45 3,825 5 10 5 10 3
84 Corner Lot Overlooking open space 40 80 3,200 20 5 5 5 3
85 Front porches on boardwalk to marina 40 80 3,200 20 5 5 5 3
Page 85 of 90
Lot Size Set Back
Road -
Lot/Unit # Building# Description Width Depth Total Alley Side Back Side Phase
86 Front porches on boardwalk to marina 40 80 3,200 20 5 5 5 3
87 Front porches on boardwalk to marina 40 95 3,800 20 5 5 5 3
88 Front porches on boardwalk to marina 40 95 3,800 20 5 5 5 3
89 Front porches on boardwalk to marina 40 95 3,800 20 5 5 5 3
90 Front porches on boardwalk to marina 45 95 4,275 20 10 5 5 3
91 Front porches on boardwalk to marina 40 95 3,800 20 5 5 5 3
92 Front porches on boardwalk to marina 40 95 3,800 20 5 5 5 3
93 Front porches on boardwalk to marina 55 95 5,225 20 5 5 15 3
94 Front porches on boardwalk to marina 40 90 3,600 20 5 5 5 3
95 Front porches on boardwalk to marina 40 90 3,600 20 5 5 5 3
96 Front porches on boardwalk to marina 40 90 3,600 20 5 5 5 3
97 Front porches on boardwalk to marina 40 90 3,600 20 5 5 5 3
98 Front porches on boardwalk to marina 40 90 3,600 20 5 5 5 3
99 Front porches on boardwalk to marina 40 90 3,600 20 5 5 5 3
100 Front porches on boardwalk to marina 40 90 3,600 20 5 5 5 3
101 Front porches on boardwalk to marina 40 90 3,600 20 5 5 5 3
102 Front porches on boardwalk to marina 40 90 3,600 20 5 5 5 3
103 Front porches on boardwalk to marina 40 90 3,600 20 5 5 5 3
104 Front porches on boardwalk to marina 40 90 3,600 20 5 5 5 3
105 Front porches on boardwalk to marina 40 95 3,800 20 5 5 5 3
106 Elevated lot overlooking wetland/marina 40 95 3,800 20 5 5 5 3
109 Elevated lot overlooking wetland to channel 40 65 2,600 20 5 10 5 3
110 Elevated lot overlooking wetland to channel 40 65 2,600 20 5 10 5 3
Page 86 of 90
Lot Size Set Back
Road -
Lot/Unit # Building# Description Width Depth Total Alley Side Back Side Phase
111 Elevated lot overlooking wetland to channel 40 65 2,600 20 5 10 5 3
112 Elevated lot overlooking wetland to channel 40 65 2,600 20 5 10 5 3
113 Elevated lot overlooking wetland to channel 40 65 2,600 20 5 10 5 3
114 Elevated lot overlooking wetland to channel 60 65 3,900 20 5 10 5 3
115 Walkout looking over wetland and Muskegon Lake 60 100 6,000 20 8 30 8 3
116 Walkout looking over wetland and Muskegon Lake 60 100 6,000 20 8 30 8 3
117 Walkout looking over wetland and Muskegon Lake 60 100 6,000 20 8 30 8 3
118 Walkout looking over wetland and Muskegon Lake 60 100 6,000 20 8 30 8 3
119 2-3 Story Condo 3
119 2-3 Story Condo 3
119 2-3 Story Condo 3
119 2-3 Story Condo 3
119 2-3 Story Condo 3
119 2-3 Story Condo 3
146 Row House Lofts 3
146 Row House Lofts 3
146 Row House Lofts 3
146 Row House Lofts 3
146 Row House Lofts 3
146 Row House Lofts 3
147 Row House Lofts 3
147 Row House Lofts 3
147 Row House Lofts 3
Page 87 of 90
Lot Size Set Back
Road -
Lot/Unit # Building# Description Width Depth Total Alley Side Back Side Phase
147 Row House Lofts 3
147 Row House Lofts 3
147 Row House Lofts 3
107 Townhomes - mews court alley 3
107 Townhomes - mews court alley 3
107 Townhomes - mews court alley 3
107 Townhomes - mews court alley 3
107 Townhomes - mews court alley 3
107 Townhomes - mews court alley 3
107 Townhomes - mews court alley 3
107 Townhomes - mews court alley 3
108 Townhomes - mews court alley 3
108 Townhomes - mews court alley 3
108 Townhomes - mews court alley 3
108 Townhomes - mews court alley 3
108 Townhomes - mews court alley 3
108 Townhomes - mews court alley 3
108 Townhomes - mews court alley 3
108 Townhomes - mews court alley 3
122 Cottage Court 35 35 1,225 0 0 0 0 4
123 Cottage Court 35 35 1,225 0 0 0 0 4
124 Cottage Court 35 35 1,225 0 0 0 0 4
125 Cottage Court 35 35 1,225 0 0 0 0 4
Page 88 of 90
Lot Size Set Back
Road -
Lot/Unit # Building# Description Width Depth Total Alley Side Back Side Phase
126 Cottage Court 35 35 1,225 0 0 0 0 4
127 Cottage Court 35 35 1,225 0 0 0 0 4
128 Cottage Court 35 35 1,225 0 0 0 0 4
129 Cottage Court 35 35 1,225 0 0 0 0 4
130 Cottage Court 35 35 1,225 0 0 0 0 4
131 Cottage Court 35 35 1,225 0 0 0 0 4
132 Cottage Court 35 35 1,225 0 0 0 0 4
133 Tree House 40 63 2,520 10 5 10 5 4
134 Tree House 40 63 2,520 10 5 10 5 4
135 Tree House 40 63 2,520 10 5 10 5 4
136 Tree House 40 63 2,520 10 5 10 5 4
137 Tree House 40 63 2,520 10 5 10 5 4
138 Tree House 40 63 2,520 10 5 10 5 4
139 Tree House 40 63 2,520 10 5 10 5 4
140 Tree House 40 63 2,520 10 5 10 5 4
141 Townhomes 24 50 1,200 0 0 0 0 4
141 Townhomes 24 50 1,200 0 0 0 0 4
141 Townhomes 24 50 1,200 0 0 0 0 4
141 Townhomes 24 50 1,200 0 0 0 0 4
142 Townhomes 4
142 Townhomes 4
142 Townhomes 4
142 Townhomes 4
Page 89 of 90
Lot Size Set Back
Road -
Lot/Unit # Building# Description Width Depth Total Alley Side Back Side Phase
142 Townhomes 4
142 Townhomes 4
142 Townhomes 4
143 Townhomes 4
143 Townhomes 4
143 Townhomes 4
143 Townhomes 4
143 Townhomes 4
Page 90 of 90
Sign up for City of Muskegon Emails