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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
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