Planning Commission Packet 10-12-2023

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                                                            CITY OF MUSKEGON
                                                          PLANNING COMMISSION
                                                            REGULAR MEETING

DATE OF MEETING:                            Thursday, October 12, 2023 at 4 pm
PLACE OF MEETING:                           Commission Chambers, First Floor, Muskegon City Hall


                                                                          AGENDA
      I. Roll Call

    II. Approval of minutes from the meeting of September 14, 2023.

   III. Old Business

        A. Hearing, Case 2023-24: Request for a special use permit for a drive-thru window at the Subway
           located at 1848 E Sherman Blvd.

   IV. Public Hearings

        A. Hearing, Case 2023-25: Request to rezone 162 E Apple Ave, 170 E Apple Ave, and 974 Spring St
           from B-2, Convenience & Comparison Business to FBC, Neighborhood Core and to rezone
           151/157/171/181 Allen Ave and 971 Jay St from R-3, High Density Single Family Residential to
           FBC, Neighborhood Core, by General Capital Acquisitions, LLC.
        B. Hearing, Case 2023-26: Request to rezone the property at 550 W Grand Ave from FBC, Urban
           Residential to FBC, Neighborhood Core, by General Capital Acquisitions, LLC.
        C. Hearing, Case 2023-27: Request for preliminary and final Planned Unit Development approval at
           2800-2850 Lakeshore Dr, by Parkland Acquisition Six, LLC.
        D. Hearing, Case 2023-28: Request for a departure from the form-based code section on the zoning
           ordinance for a new development at 134/148/158/168/174 Allen Ave, by Spire Development, Inc.
        E. Hearing, Case 2023-29: Request for a departure from the form-based code section on the zoning
           ordinance for a new development at 139/159/161/185 Jay St and 923 Jay St, by Spire Development,
           Inc.

    V. New Business

   VI. Other

  VII. Adjourn

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

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

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

                                                                                 1
                                               Staff Report
                                             October 12, 2023


Hearing, Case 2023-24: Request for a special use permit for a drive-thru window at the Subway located at
1848 E Sherman Blvd.

SUMMARY

   1. The property is zoned B-4, General Business. The Subway restaurant is located in the southern most
      suite in the strip mall development, closest to Sherman Blvd.
   2. Subway has requested a special use permit to allow a drive thru window. The existing entrance would
      be moved and a new drive lane would be added in front of the restaurant on the south side, which is
      currently grass. Customers would enter through the existing parking lot and drive east towards the
      drive through window, then turn right and exit out the curb cut on the southeast corner of the
      property. Two parking spaces would be removed to make room for the new drive isle.
   3. Please see the enclosed site plan.
   4. Notice was sent to every property within 300 feet of this location. At the time of this writing, staff
      had not received any comments from the public.




                                           1848 E Sherman Blvd.




                                                     2
Zoning Map




Aerial Map




    3
Zoning ordinance excerpt:

Section 2332: Special Land Uses and Planned Unit Developments

5. Standards for Approval of Discretionary Uses

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.

STATEMENT OF CONCLUSIONS

“The decision on a Special Land Use or activity shall be incorporated in a statement of conclusions and be
placed on file with the Department of Planning.”

Staff finds that the proposed use or activity would not be offensive, or a nuisance, by reason of increased
traffic, noise, vibration, or light. Further, staff finds that adequate water and sewer infrastructure exists for
the project.

STAFF RECOMMENDATION

Staff recommends approval of the special use permit with the condition that impact protection is installed on
the corners of the building in the drive through.

DELIBERATION

The following proposed motion is offered for consideration:

I move that the request for a special use permit for a drive-thru window at 1848 E Sherman Blvd be approved
with the following conditions based on the finding of facts pertaining to the standards for approval of
discretionary uses.

   1. Impact protection is installed on the corners of the building in the drive through.




                                                         4
Hearing, Case 2023-25: Request to rezone 162 E Apple Ave, 170 E Apple Ave, and 974 Spring St from B-2,
Convenience & Comparison Business to FBC, Neighborhood Core and to rezone 151/157/171/181 Allen
Ave and 971 Jay St from R-3, High Density Single Family Residential to FBC, Neighborhood Core, by
General Capital Acquisitions, LLC.

SUMMARY

   1. The properties are zoned R-3, High-Density Single-Family Residential and B-2, Convenience &
      Comparison Business. They compromise about 1.7 acres of land.
   2. The only property that still contains a structure is 162 E Apple Ave, which contains a vacant
      commercial building. The house at 964 Spring St, at the corner of Spring/Allen, is not included in the
      project.
   3. The applicant is seeking a rezoning in an effort to construct affordable residential apartments. The
      development plans will include a 53-unit senior housing development.
   4. The properties just to the north of this project, across Allen Ave, were recently rezoned to FBC, NC
      as well in anticipation of a similar housing development, but are not yet depicted as so on the zoning
      map.
   5. Notice was sent to all properties within 300 feet of this address. At the time of this writing, staff had
      not received any comments from the public.




                                                Development Area




                                                      5
Zoning Map




Aerial Map




 6
Allowed Building Types in FBC, NC (Detached and Duplexes not Allowed)




                                 7
STAFF RECOMMENDATION

The recent Housing Needs Assessment commissioned by the City has highlighted an intense need for
housing development over the next five years. A housing development of this nature would assist in meeting
the needs of the Angell neighborhood, which includes a need for all housing types. Angell contains many
vacant lots zoned for single-family use, but opportunities for larger-scale development is limited. Click here
to see the Housing Needs Assessment.

This now mostly-vacant block is located between more dense developments, including Bayview Tower and
commercial uses along Pine St and Apple Ave. The former railroad right-of-way that runs under the Amity
Ave bridge serves as a physical barrier to downtown. This block could be transformed into an extension of
downtown with dense residential development. The addition of more residents in this area should also benefit
the commercial retailers and help build the density needed to attract expanded grocery options.


DELIBERATION

The following proposed motion is offered for consideration:

I move that the request to rezone 162 E Apple Ave, 170 E Apple Ave, and 974 Spring St from B-2,
Convenience & Comparison Business to FBC, Neighborhood Core and to rezone 151/157/171/181 Allen
Ave and 971 Jay St from R-3, High Density Single Family Residential to FBC, Neighborhood Core be
recommended to the City Commission for approval.




                                                      8
Hearing, Case 2023-26: Request to rezone the property at 550 W Grand Ave from FBC, Urban Residential to
FBC, Neighborhood Core, by General Capital Acquisitions, LLC.

SUMMARY

   1. The property is the site of the former Nelson School. Its zoned Form Based Code, Urban Residential.
      The parcel measures 9.5 acres and the building measures 77,975 sf.
   2. The applicant is seeking a rezoning in an effort to construct affordable residential apartments. The
      development plans will include a 52-unit workforce housing development.
   3. The Form Based Code, Neighborhood Core designation allows a variety of housing options, ranging
      from rowhouses to large multiplexes, with a maximum height of five stories.
   4. Notice was sent to all properties within 300 feet of this address. At the time of this writing, staff had
      not received any comments from the public.




                                             550 W Grand Ave




                                                      9
Zoning Map




Aerial Map




    10
Allowed Building Types in FBC, NC (Detached and Duplexes not Allowed)




                                 11
STAFF RECOMMENDATION

The recent Housing Needs Assessment commissioned by the City has highlighted an intense need for
housing development over the next five years. A housing development of this nature would assist in meeting
the needs of the Nelson neighborhood, which includes a need for all housing types. Click here to see the
Housing Needs Assessment.

The properties to the south are zoned Heavy Industrial, Light Industrial and General Business. The FBC, NC
designation would provide a nice buffer zone between intense commercial uses and residential housing.

DELIBERATION

The following proposed motion is offered for consideration:

I move that the request to rezone the property at 550 W Grand Ave from FBC, Urban Residential to FBC,
Neighborhood Core be recommended to the City Commission for approval.




                                                    12
Hearing, Case 2023-27: Request for preliminary and final Planned Unit Development approval at 2800-2850
Lakeshore Dr, by Parkland Acquisition Six, LLC.

SUMMARY

   1. The properties are zoned I-2, General Industrial and OSR, Open Space Recreation. The applicant is
      proposing a mixed-use development under the Planned Unit Development section of the zoning
      ordinance. The I-2 section of the ordinance states “Planned developments may be allowed by the
      Planning Commission under the procedural guidelines of Section 2101. The intent of Planned Unit
      Developments in the I-2 General Industrial District is to allow mixed land uses, which are compatible
      to each other.” The Planning Commission must vote on approval or denial of the preliminary PUD
      and also vote on a recommendation of the final PUD to the City Commission.
   2. The site is currently under environmental review and cleanup.
   3. The development could include up to 2,314 units (18.8 D.U/AC). This would include single-family
      houses, townhouses, small condo buildings (10-12 units each), large apartment/condo buildings (48
      units each) and mixed-use apartments (55 units total). Some of the proposed single-family lots to the
      east of the proposed restaurant could be combined to create larger buildable lots. Please see the
      enclosed documents depicting the design guidelines that each housing type will have to follow.
   4. The development proposes 42,780 sf of retail/office space. Buildings A1-A4 and MU1-MU-4 would
      allow for permitted uses allowed in the B-2 district of the zoning ordinance.
   5. The development would be accessed by three public streets that enter the development off of
      Lakeshore Dr. Sidewalks have been proposed near every cross street located off of the south side of
      Lakeshore Dr.
   6. The proposed marina includes 251 private boat slips and 1400 linear feet of transient spaces.
   7. Residential lots abutting the water could potentially apply for permits from EGLE for individual boat
      docks that would need their own separate permits.
   8. Please see the site regulation standards listed on the site plan. The tallest buildings on the site would
      be the multi-family buildings along Lakeshore Dr at six stories.
   9. Street trees will be provided every 34-45 feet.
   10. The bike path along Lakeshore Dr has been moved off-street.
   11. Wayfinding signage will be placed throughout the development to direct pedestrians to publicly-
       accessible amenities.
   12. Sidewalks, bike paths, and walking paths are depicted in red on the site plan.
   13. The proposed restaurant/music venue will have quiet hours from 11 p.m. to 10 a.m.
   14. The proposed streets are public and there will be not fences/gates within the development except piers
       1-4, dog park, sports courts, playgrounds, pools, dumpsters and above ground utility screening.
   15. All public amenities will be owned and maintained by the development association in perpetuity.
       Public amenities include:
          •   Fishing and kayak launch (#17 on site plan)
          •   Break wall/fishing/shopper docks (#27)
          •   Restaurant with public restrooms (#13)
          •   Nature boardwalk (#15)

                                                        13
           •   Public parklet with fishing dock (#16)
           •   Public fishing and kayak launch (#17)
           •   Multi-modal trail connector (#18)
           •   Dog park and pollinator garden (#22)
           •   Playground (#23)
           •   Woodland preservation area and on-leash dog park (#24)
   16. Please see the enclosed Phasing Plan.
   17. A proposed traffic circle has been added after receiving public feedback but will need to be further
       studied for applicability. The developer does own the two properties on the south side of Lakeshore
       Dr needed to accommodate a traffic circle.

STANDARDS FOR APPROVAL OF PLANS

The Planning Commission shall approve, deny or modify preliminary PUD plans, based upon the following
standards. Likewise, the City Commission shall approve, deny, or modify final PUD plans (after review and
recommendation by the Planning Commission) based upon the following standards. Staff will comment on
each of these standards in green and individual Planning Commission members will be asked to vote whether
they agree if these criteria have been met or not.

1) The uses proposed will have a beneficial effect, in terms of public health, safety, welfare, or convenience
of any combination thereof, on present and potential surrounding land uses. The uses proposed will not
adversely affect the public utility and circulation systems, surrounding properties, or the environment.

Agree. The plan offers mixed-uses that are harmonious to the surrounding uses in the neighborhood.
The addition of parks and public amenities will provide the public with useful recreational
opportunities. The addition of housing units is severely needed as shown by the Housing Needs
Assessment.

2) The uses proposed should be consistent with the land use plans adopted by the City.

The future land use map in the Master Plan depicts this property as “Lakeshore.” Lakeshore is
defined as “Mixed-use development and recreational, water-related activities located along the
Muskegon Lake shoreline. The large lot sizes, uniquely shaped parcels, and wide range of permitted
uses, Planned Unit Developments (PUD) are common in this land use category.”

3) The amount of open space provided, which the Planning Commission or City Commission may modify
even though such modifications do not conform to that required in other sections of this ordinance.

Staff believes the applicant has provided enough open space for this type of development. There are
almost 276,000 sf of public amenity areas, including over 970 linear feet of waterfront access and 1,973
linear feet of public boardwalk.

4) The amount of off-street parking areas, which the Planning Commission or City Commission may modify
even though such modifications do not conform to that required in other sections of this ordinance.

The single-family houses will all be able to provide at least two parking spaces, which is required by
the zoning ordinance. The mixed-use and apartment/condo buildings all provide adequate parking of
                                                        14
at least a 1:1 ratio, which is traditionally required by these types of developments. Additional parking
spaces can be found throughout the development on the street and around the boat storage building.


5) The amount of landscaping and buffering areas, which the Planning Commission or City Commission may
modify even though such modifications do not conform to that required in other sections of this ordinance.

Each building type will have to follow the same landscaping requirements as required by the zoning
ordinance. See Section 2333 (Landscaping, Fencing, Walls, Screens & Lighting) of the zoning
ordinance for requirements.

6) The protection or enhancement of significant natural, historical, or architectural features within the
proposed development area.

The proposed plan accounts for over three acres of protected woodlands identified as P10 & P11 on
the plan. Natural enhancements include walking paths, a nature boardwalk, fishing docks and kayak
launches.

7) The uses proposed will result in safe, convenient, uncongested and well defined vehicular and pedestrian
circulation systems.

Yes. Any approvals should be contingent upon a traffic study approved by the Public Works Director.




                                                 Zoning Map




                                                       15
                                                 Aerial Map




STAFF RECOMMENDATION
Staff recommends approval of the preliminary site plan and approval of the final site plan with the following
conditions:
    1. A traffic study be conducted and reviewed by the Public Works Director.
    2. A stormwater permit is granted from the Engineering Department.
    3. A utility plan is approved by the Public Works Director.
    4. All applicable permits from various State Departments are obtained.
    5. Fire access is provided to the marina slips.

DELIBERATION

The following proposed motions are offered for consideration:

   •   I move that the request for preliminary Planned Unit Development approval at 2800-2850 Lakeshore
       Dr be approved, contingent upon the acquisition of the property by Parkland Acquisition Six, LLC
       based on the PUD review standards listed in Article 21, number 1, part C - 1 through 7 of the zoning
       ordinance.

   •   I move that the request for final Planned Unit Development approval at 2800-2850 Lakeshore Dr be
       recommended to the City Commission for approval contingent upon the acquisition of the property
       by Parkland Acquisition Six, LLC based on the PUD review standards listed in Article 21, number 1,
       part C - 1 through 7 of the zoning ordinance, with the following conditions:
           1. A traffic study be conducted and reviewed by the Public Works Director.
           2. A stormwater permit is granted from the Engineering Department.
                                                      16
3. A utility plan is approved by the Public Works Director.
4. All applicable permits from various State Departments are obtained.
5. Fire access is provided to the marina slips.




                                           17
Hearing, Case 2023-28: Request for a departure from the form-based code section on the zoning ordinance
for a new development at 134/148/158/168/174 Allen Ave, by Spire Development, Inc.


Hearing, Case 2023-29: Request for a departure from the form-based code section on the zoning ordinance
for a new development at 139/159/161/185 Jay St and 923 Jay St, by Spire Development, Inc.


SUMMARY
   1. Staff is currently working with the developer to amend the plans to reduce the amount of departures
      needed. Revised plans along with a revised staff report will be presented at the meeting.


                                             Zoning Map
         (Subject parcels have recently been rezoned to FBC, NC – not depicted on map yet)




                                              Aerial Map




                                                  18
23201268-20231005-PREL1 10/05/2023 @ 3:48 pm




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                                                                                                                                                                                                                                                                                                                                                                                          LAURUE STREET
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     LEBOEUF STREET
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  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                                       9    MIXED-USE BUILDING (GROUND FLOOR RETAIL,                    19    POOL AND RESTROOM BUILDING                             SITE LOCATION:				                         2400 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.
                                                                                                            APARTMENTS ABOVE) [MU1-MU4]                                                                                                                                                                                                          1.	 ALLOWABLE USES: MULTIPLE FAMILY DWELLINGS (APARTMENTS OF                               1.	 ALLOWABLE USES: DETACHED SINGLE FAMILY DWELLING
                                                                                                                                                                                                                                     SITE AREA					=	122.94 AC.                                                                                      CONDOMINIUMS), SENIOR LIVING FACILITY, AND PERMITTED USES WITHIN THE                   2.	 MAXIMUM BUILDING HEIGHT = 3 STORIES PLUS BASEMENT                                          CONFLICTS WITH UTILITIES, STREET LIGHTS, DRIVEWAYS, ETC.)
                                                                                                                                                                                                                                                                                                                                                     B-2 DISTRICT AT GROUND FLOOR OF BUILDINGS A1-A4                                                                                                                                  3.	 WAYFINDING SIGNAGE WILL BE STRATEGICALLY PLACED THROUGHOUT THE DEVELOPMENT TO DIRECT PEDESTRIANS TO SITE
                                               2   SINGLE FAMILY STAGGERED LOT (26’-22’ X 205’         10   IN-OUT DRY BOAT STORAGE (155’ X 720’                        20    BOAT HOIST/WASH STATION AREA
                                                                                                                                                                                                                                     EXISTING ZONING				                             =	            I-2 (GENERAL INDUSTRIAL)                      2.	 MAXIMUM BUILDING HEIGHT = 6 STORIES OR 90 FT., WHICHEVER IS LESS
                                                                                                                                                                                                                                                                                                                                                                                                                                            3.	 SETBACKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FEATURES INCLUDING KAYAK LAUNCHES, NATURAL FEATURES, TRAILS, FISHING PLATFORMS, PARKS, CLUBHOUSES, BIKE PATHS,
                                                   TYP.) - MAY BE COMBINED TO CREATE LARGER                 BUILDING WITH APPROXIMATELY 350 STORAGE                                                                                                                                                                                                                                                                                                 FRONT YARD = 22 FT. MIN.
                                                                                                                                                                                                                                                                                                                                                 3.	 MINIMUM BUILDING TO BUILDING SEPARATION [FOUNDATION WALL TO                                    SIDE YARD = 5 FT. MIN.                                                                 RETAIL CORRIDOR(S), DOG PARKS, ETC.
                                                   WATERFRONT LOTS                                          SPACES)                                                                                                                                                                                                                                                                                                                                                                                                                   4.	 OUTDOOR ENTERTAINMENT AT THE RESTAURANT AND OTHER PUBLIC SPACES WILL BE ALLOWED BETWEEN THE HOURS OF 10 A.M.
                                                                                                                                                                                                                                     PROPOSED ZONING				                             =	            PUD (PLANNED UNIT DEVELOPMENT)                    FOUNDATION WALL] = 35 FT.                                                                      REAR YARD = 15 FT. MIN. FROM O.H.W.M.
                                                                                                                                                                        21    STAGING SLIPS FOR IN/OUT SERVICE AND GAS DOCK                                                                                                                      4.	 MINIMUM DISTANCE TO AJACENT ROADS (EXCLUDES PARKING DRIVE AISLES) =                                                                                                                   AND 11 P.M AND NOT PERMITTED BETWEEN 11PM AND 10AM.
                                                                                                       11   MARINA RESTROOMS                                                  / PUMP OUT DOCK                                        PROPOSED DWELLINGS			                                                                                           25 FT.                                                                                 STAGGERED LOTS [22’-26’ X 205’ TYP.]                                                      5.	 THERE WILL BE NO GATES OR FENCES WITHIN THE DEVELOPMENT EXCEPT FOR PIERS 1, 2, 3, AND 4; DOG PARKS; SPORT COURTS;
                                               3   SINGLE FAMILY ALIGNED LOT (34’ X 150’ TYP.) - MAY                                                                                                                                 	     26’/22’X205’ LOTS				=	108 DWELLINGS                                                                                                                                                             1.	 ALLOWABLE USES: DETACHED SINGLE FAMILY DWELLING                                            PLAYGROUNDS, POOLS; DUMPSTER ENCLOSURES; AND ABOVE GROUND UTILITY SCREENING.
                                                   BE COMBINED TO CREATE LARGER WATERFRONT                                                                                                                                           	34’X150’ LOTS 				=	112 DWELLINGS                                                                          ROWHOUSES [R1-R35]                                                                         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
                                                   LOTS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    MAINTAINING A HIGH LEVEL OF CARE AND LESSENING THE BURDEN ON PUBLICLY FUNDED CITY AGENCIES.
                                                                                                       12   CLUBHOUSES WITH POOLS AND SPORT                          22       FENCED DOG PARK AND POLLINATOR GARDEN AREA             	     10-12 UNIT “MANSION” LOT DWELLINGS	 =	 570-684 DWELLINGS (57 BLDGS)                                   1.	 ALLOWABLE USES: ATTACHED SINGLE FAMILY DWELLINGS                                       3.	 SETBACKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      7.	 FINAL DUMPSTER ENCLOSURE LOCATIONS SHALL BE REVIEWED AND APPROVED BY CITY OF MUSKEGON STAFF.
                                                                                                            COURTS                                                                                                                   	     APT/CONDO BUILDINGS			              =	 792-1,320 DWELLINGS (22 BLDGS)                                 2.	 MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS                               FRONT YARD = 22 FT. MIN.
                                                                                                                                                                                                                                     	     18’ X 40’ TOWNHOMES			              =	 35 UNITS (10 BLDGS)                                            3.	 MINIMUM BUILDING TO BUILDING SEPARATION [FOUNDATION WALL TO                                    SIDE YARD = 1 FT. MIN.                                                            8.	 SNOW SHALL BE STORED IN DESIGNATED AREAS, AS SPECIFIED BY CITY OF MUSKEGON MAINTENANCE PERSONNEL OR REMOVED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FROM THE SITE AS NEEDED.
                                               4   10-12 UNIT FRONT-LOADED CONDO OR APARTMENT                                                                        23       PLAYGROUND                                             	     MIXED-USE APARTMENTS			             =	 55 DWELLINGS (4 BLDGS)                                             FOUNDATION WALL] = 16 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
                                                                                                                                                                                                                                     	                                                                                                           4.	 MINIMUM DISTANCES TO ADJACENT ROAD OR SIDEWALK = 10 FT.
                                                   “MANSION” LOTS (100’ X 150’ TYP.)                   13   CLUBHOUSE WITH RESTAURANT,EVENT SPACE,
                                                                                                                                                                                                                                     PROPOSED DENSITY 				                     =	 18.8 D.U./AC.                                                                                                                                             CLUBHOUSE [SITE FEATURES 12 AND 13 ON THE PLAN]                                                DEVELOPMENT. FINAL LOCATIONS AND DESIGN OF BIKE PARKING FACILITIES TO BE COORDINATED WITH CITY OF MUSKEGON STAFF.
                                                                                                            POOL, AND PUBLIC RESTROOMS                                                                                                                                                                                                                                                                                                                                                                                                10.	 PROPOSED LIGHTING SHALL CONSIST OF WALL-MOUNTED LIGHTS AND LIGHT POLES BOTH FITTED WITH DOWN CAST TYPE
                                                                                                                                                                                                                                                                                                                                                 FRONT-LOADED MANSION LOTS [M1-M20 & M41-M57]                                               1.	 ALLOWABLE USES: COMMUNITY CENTER; EVENT CENTER RECREATION CENTER;
                                                                                                                                                                     24       WOODLAND PRESERVATION AREA AND ON-LEASH                RETAIL/OFFICE SPACE (MU1-MU4)			                =	            42,780 SQ.FT.                                 1.	 ALLOWABLE USES: MULTIPLE FAMILY DWELLING                                                   RESTAURANT, COCKTAIL LOUNGE, AND BREWPUB; AND MUSIC VENUE (INDOOR AND                      FIXTURES TO BE SPECIFIED BY LIGHTING CONSULTANT. LIGHTING SHALL BE COORIDNATED WITH CITY STAFF TO CLUSTER IN
                                               5   10-12 UNIT REAR-LOADED CONDO OR APARTMENT                                                                                  DOG PARK                                                (NOT INLCUDING FUTURE IMPROVEMENTS)                                                                        2.	 MAXIMUM BUILDING HEIGHT = 5 STORIES OR 80 FT., WHICHEVER IS LESS                           OUTDOOR)                                                                                   DESIRED HIGH TRAFFIC PUBLIC AREAS. ALL LIGHTING SHALL BE SHIELDED FROM ADJACENT PROPERTIES.
                                                   “MANSION” LOTS (100’ X 115’ TYP.)                   14   RETAIL BUILDING                                                                                                                                                                                                                      3.	 SETBACKS                                                                               2.	 MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS                      11.	 GROUND FLOOR LEVELS OF BUILDINGS A1-A4 ARE INTENDED TO BE REPURPOSED AS ADDITIONAL RETAIL OR OFFICE SPACE AS
                                                                                                                                                                                                                                     BOAT STORAGE					                               =	            111,600 SQ.FT. (350 SPACES)                           FRONT YARD = 22 FT. MIN. (15 FT. MIN. ON SECONDARY FRONT YARD OF                   3.	 MINIMUM DISTANCE TO OHWM = 15 FT.                                                          NEEDED PER MARKET CONDITIONS. THE CONVERSION OF GROUND FLOOR USES WILL BEGIN AT BUILDING A1 AND EXTEND TO THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EAST SEQUENTIALLY ENDING AT BUILDING A4.
                                                                                                                                                                     25       FUTURE RESTAURANT                                                                                                                                                              CORNER LOTS)                                                                   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
                                               6   4 TO 6-STORY APARTMENT OR CONDO BUILDING            15   PUBLIC NATURE VIEW BOARDWALK                                                                                             BOAT DOCKING SPACES					=	251                                                                                       SIDE YARD = 5 FT. MIN.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SPECIALISTS.
                                                   WITH GROUND FLOOR PARKING OR POSSIBLE                                                                                                                                             	118’ SLIP						=	1 SLIP                                                                                            REAR YARD = 15 FT. MIN.                                                            MIXED USE [MU1-MU4]
                                                   FUTURE GROUND FLOOR RETAIL [BUILDINGS A1-A4]                                                                                                                                      	103’ SLIP						=	1 SLIP                                                                                                                                                                               1.	 ALLOWABLE USES: GROUND FLOOR - PERMITTED USES IN THE B-2 DISTRICT,                    13.	 TOPOGRAPHICAL REQUIREMENT PER 2101.3.E, EXISTING TOPOGRAPHY IS DEPICTED WITH CONTOURS AT 1-FT INTERVALS ON THE
                                                                                                                                                                     26       TRAFFIC CALMING STREET TREATMENTS (E.G.
                                                                                                                                                                                                                                     	98’ SLIP						=	1 SLIP                                                                                     REAR-LOADED MANSION LOTS [M21-M40]                                                             UPPER LEVELS - MULTIPLE FAMILY DWELLINGS                                                   EXISTING CONDITIONS PLAN. FINAL TOPOGRAPHIC CHANGES SHALL BE IN COMPLIANCE WITH EGLE DUE CARE PLAN CRITERIA.
                                                                                                       16   PUBLIC PARKLET WITH WATERFRONT ACCESS                             ROUNDABOUT, SIGNALIZED BIKJE CROSSING) TO BE
                                                                                                                                                                                                                                     	93’ SLIPS					=	1 SLIP                                                                                     1.	 ALLOWABLE USES: MULTIPLE FAMILY DWELLING                                               2.	 MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS                           AREAS OF FILL MUST BE COMPACTED TO DENSITY SPECIFIED BY GEOTECH CONSULTANT.
                                                                                                            AND FISHING DOCK                                                  COORDINATED WITH CITY OF MUSKEGON                                                                                                                                                                                                                                                                                                                       14.	 THE PROJECT WILL BE SERVED BY PUBLIC WATERMAIN, PUBLIC SANITARY SEWER, AND PUBLIC AND PRIVATE STORMWATER
                                                                                                                                                                                                                                     	60’ SLIPS					=	24 SLIPS                                                                                   2.	 MAXIMUM BUILDING HEIGHT = 5 STORIES OR 80 FT., WHICHEVER IS LESS                       3.	 MINIMUM DISTANCE TO OHWM = 15 FT.
                                               7   4 TO 6-STORY APARTMENT OR CONDO BUILDING
                                                                                                                                                                                                                                     	50’ SLIPS					=	77 SLIPS                                                                                   3.	 SETBACKS                                                                               4.	 MINIMUM DISTANCE FROM ADJACENT LOT LINES = 15 FT.                                          MANAGEMENT SYSTEMS. WATERMAIN, SANITARY SEWER, AND STORMWATER MANAGEMENT MEASURES SHALL MEET CITY, COUNTY,
                                                   WITH GROUND FLOOR PARKING [BUILDINGS A5-                                                                                                                                                                                                                                                                                                                                                                                                                                                AND STATE OF MICHIGAN REQUIREMENTS. “DRY UTILITIES,” WHICH INCLUDE ELECTRIC SERVICE, TELECOMMUNICATIONS, AND
                                                                                                                                                                                                                                     	45’ SLIPS					=	54 SLIPS                                                                                           FRONT YARD = 12 FT. TO 20 FT. MIN. BUILD-TO-LINE (15 FT. MIN. SETBACK
                                                   A22]                                                17   PUBLIC FISHING AND KAYAK LAUNCH                          27       8 FT. BREAK WALL/WAVE ATTENUATOR WITH                  	40’ SLIPS					=	56 SLIPS                                                                                               ON SECONDARY FRONT YARD OF CORNER LOTS)                                        BOAT STORAGE BUILDING                                                                          NATURAL GAS, WILL BE WILL BE INSTALLED UNDERGROUND AND WILL BE PROVIDED TO EACH SITE.
                                                                                                                                                                              PUBLIC WALKING PATH, FISHING PLATFORM AND              	      TRANSIENT/VISITOR/SHOPPER DOCKING SPACES	 =	 1400 LINEAR FEET	                                               SIDE YARD = 5 FT. MIN.                                                             1.	 ALLOWABLE USES: BOAT STORAGE AND SIMILAR OR ACCESSORY USE
                                                                                                                                                                              TRANSIENT/VISITOR/SHOPPER DOCKING ON NORTH                                                                                                                                 REAR YARD = 1 FT. MIN.                                                             2.	 MAXIMUM BUILDING HEIGHT = 50 FT.
                                               8   REAR LOAD ROWHOUSES (18’ X 40’ TYP.) [R1-R35]       18   MULTI-MODAL TRAIL CONNECTOR                                       AND SOUTH SIDES OF PIER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     October 05, 2023                                         North                 0’       75’      150’         300’ Scale: 1”=150’




                                               WINDWARD       POINTE
                                               FINAL PUD PLAN
                                               project number: 23201268
23201268-20231005-PREL1 10/05/2023 @ 3:48 pm




                                                                                                                                                                                  MUSKEGON LAKE


                                                                                                                                                                                                                                                                                                                                                                                                                                                                    P9
                                                                                                                                                                                                                                                                                                                                                         19                                                                                                                                                                                         2

                                                                                                                                                                                                                                                                                                                                                                                                                                      2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          16
                                                                                                                                                                                                                                                                                                                      3
                                                                                                                                                                                                                                                                                                                                                     P7
                                                                                                            P2                                                                                                                                                                                                                                 16                                                              3
                                                                                                                                                                                                                                                                                                                                                                   P8
                                                                                                                              TRANS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           P12
                                                                                                                                       IENT/V
                                                                                                                                                ISITOR
                                                                                                                                                         DOCKIN
                                                                                             27               PIER 1
                                                                                                                              TRANS
                                                                                                                                       IENT/V
                                                                                                                                                                  G
                                                                                                                                              ISITOR
                                                                                                                                                         DOCKIN
                                                                                                                                                               G                                                                                                                                                                                                                   16                                                                                                                                                                                                                                          17
                                                                                                                                                                                                                                                                                         16                                                                                                                                                                                                                  M42         M43   M44
                                                                                                                                                                                                                                                                                                                                                                                                                                      P10            22                                         M41                                                       M45            M46
                                                                                                                                                                                                                                                                    P4 P6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     M47         M48
                                                                                                                               60’ SLIPS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        23
                                                                                                                                                                           P3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               P11
                                                                                                                                                                                                                            3                                                                                                                                                                                                   M20
                                                                                                                                                                                                                                                                        16                                                                                                                                          M19                         M21                               M40                                                                                                            M49
                                                                                                                               PIER 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        24
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    12
                                                                                                                                                                                                                                                                                                                                                     3
                                                                                                                              50’ SLIPS                                                                                                                                                                                                                                                                                                         M22                                                                                                                                              M50
                                                                                                                                                                                                                                                                                                                 3                                                                                                                                                                M39
                                                                                                                                                                                13                                                                                                                                                                                                                                       M18

                                                                                                                                                                                                                                                                               P5
                                                                                                                                                                                                                                           M2
                                                                                                                              PIER 3                                                                                       M1                                  3                                                                                                                                                                                                                                                                                                                                 M51
                                                                                                                                                                                                                                                                                                                                                                                                                                                M23                               M38
                                                                                                                                                                                                                                                                                                                                                                                                                          M17
                                                                                                                          45’ SLIPS                                                                                                         M3                                     16                                                                                                                                                                                                                                    A21
                                                                                                                                                                                                                                                 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
                                                                                                                                                                                                                                                                                                                                                                                                        M13
                                                                                                                                                                                                                                                                                                                                                                               M12                                                                                                                                                                                                                                                         15
                                                                                                                                                                                                                                                                                                                                                                                                                          12
                                                                                                                                             21                                                                                                                         MU4              MU3

                                                                                    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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EN MAR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                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                                       9    MIXED-USE BUILDING (GROUND FLOOR RETAIL,                  19    POOL AND RESTROOM BUILDING                             SITE LOCATION:				                         2400 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.
                                                                                                            APARTMENTS ABOVE) [MU1-MU4]                                                                                                                                                                                                        1.	 ALLOWABLE USES: MULTIPLE FAMILY DWELLINGS (APARTMENTS OF                               1.	 ALLOWABLE USES: DETACHED SINGLE FAMILY DWELLING
                                                                                                                                                                                                                                   SITE AREA					=	122.94 AC.                                                                                      CONDOMINIUMS), SENIOR LIVING FACILITY, AND PERMITTED USES WITHIN THE                   2.	 MAXIMUM BUILDING HEIGHT = 3 STORIES PLUS BASEMENT                                          CONFLICTS WITH UTILITIES, STREET LIGHTS, DRIVEWAYS, ETC.)
                                                                                                                                                                                                                                                                                                                                                   B-2 DISTRICT AT GROUND FLOOR OF BUILDINGS A1-A4                                                                                                                                  3.	 WAYFINDING SIGNAGE WILL BE STRATEGICALLY PLACED THROUGHOUT THE DEVELOPMENT TO DIRECT PEDESTRIANS TO SITE
                                               2   SINGLE FAMILY STAGGERED LOT (26’-22’ X 205’         10   IN-OUT DRY BOAT STORAGE (155’ X 720’                      20    BOAT HOIST/WASH STATION AREA
                                                                                                                                                                                                                                   EXISTING ZONING				                             =	            I-2 (GENERAL INDUSTRIAL)                      2.	 MAXIMUM BUILDING HEIGHT = 6 STORIES OR 90 FT., WHICHEVER IS LESS
                                                                                                                                                                                                                                                                                                                                                                                                                                          3.	 SETBACKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         FEATURES INCLUDING KAYAK LAUNCHES, NATURAL FEATURES, TRAILS, FISHING PLATFORMS, PARKS, CLUBHOUSES, BIKE PATHS,
                                                   TYP.) - MAY BE COMBINED TO CREATE LARGER                 BUILDING WITH APPROXIMATELY 350 STORAGE                                                                                                                                                                                                                                                                                               FRONT YARD = 22 FT. MIN.
                                                                                                                                                                                                                                                                                                                                               3.	 MINIMUM BUILDING TO BUILDING SEPARATION [FOUNDATION WALL TO                                    SIDE YARD = 5 FT. MIN.                                                                 RETAIL CORRIDOR(S), DOG PARKS, ETC.
                                                   WATERFRONT LOTS                                          SPACES)                                                                                                                                                                                                                                                                                                                                                                                                                 4.	 OUTDOOR ENTERTAINMENT AT THE RESTAURANT AND OTHER PUBLIC SPACES WILL BE ALLOWED BETWEEN THE HOURS OF 10 A.M.
                                                                                                                                                                                                                                   PROPOSED ZONING				                             =	            PUD (PLANNED UNIT DEVELOPMENT)                    FOUNDATION WALL] = 35 FT.                                                                      REAR YARD = 15 FT. MIN. FROM O.H.W.M.
                                                                                                                                                                      21    STAGING SLIPS FOR IN/OUT SERVICE AND GAS DOCK                                                                                                                      4.	 MINIMUM DISTANCE TO AJACENT ROADS (EXCLUDES PARKING DRIVE AISLES) =                                                                                                                   AND 11 P.M AND NOT PERMITTED BETWEEN 11PM AND 10AM.
                                                                                                       11   MARINA RESTROOMS                                                / PUMP OUT DOCK                                        PROPOSED DWELLINGS			                                                                                           25 FT.                                                                                 STAGGERED LOTS [22’-26’ X 205’ TYP.]                                                      5.	 THERE WILL BE NO GATES OR FENCES WITHIN THE DEVELOPMENT EXCEPT FOR PIERS 1, 2, 3, AND 4; DOG PARKS; SPORT COURTS;
                                               3   SINGLE FAMILY ALIGNED LOT (34’ X 150’ TYP.) - MAY                                                                                                                               	     26’/22’X205’ LOTS				=	108 DWELLINGS                                                                                                                                                             1.	 ALLOWABLE USES: DETACHED SINGLE FAMILY DWELLING                                            PLAYGROUNDS, POOLS; DUMPSTER ENCLOSURES; AND ABOVE GROUND UTILITY SCREENING.
                                                   BE COMBINED TO CREATE LARGER WATERFRONT                                                                                                                                         	34’X150’ LOTS 				=	112 DWELLINGS                                                                          ROWHOUSES [R1-R35]                                                                         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
                                                   LOTS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  MAINTAINING A HIGH LEVEL OF CARE AND LESSENING THE BURDEN ON PUBLICLY FUNDED CITY AGENCIES.
                                                                                                       12   CLUBHOUSES WITH POOLS AND SPORT                           22    FENCED DOG PARK AND POLLINATOR GARDEN AREA             	     10-12 UNIT “MANSION” LOT DWELLINGS	 =	 570-684 DWELLINGS (57 BLDGS)                                   1.	 ALLOWABLE USES: ATTACHED SINGLE FAMILY DWELLINGS                                       3.	 SETBACKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    7.	 FINAL DUMPSTER ENCLOSURE LOCATIONS SHALL BE REVIEWED AND APPROVED BY CITY OF MUSKEGON STAFF.
                                                                                                            COURTS                                                                                                                 	     APT/CONDO BUILDINGS			              =	 792-1,320 DWELLINGS (22 BLDGS)                                 2.	 MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS                               FRONT YARD = 22 FT. MIN.
                                                                                                                                                                                                                                   	     18’ X 40’ TOWNHOMES			              =	 35 UNITS (10 BLDGS)                                            3.	 MINIMUM BUILDING TO BUILDING SEPARATION [FOUNDATION WALL TO                                    SIDE YARD = 1 FT. MIN.                                                            8.	 SNOW SHALL BE STORED IN DESIGNATED AREAS, AS SPECIFIED BY CITY OF MUSKEGON MAINTENANCE PERSONNEL OR REMOVED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         FROM THE SITE AS NEEDED.
                                               4   10-12 UNIT FRONT-LOADED CONDO OR APARTMENT                                                                         23    PLAYGROUND                                             	     MIXED-USE APARTMENTS			             =	 55 DWELLINGS (4 BLDGS)                                             FOUNDATION WALL] = 16 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
                                                                                                                                                                                                                                   	                                                                                                           4.	 MINIMUM DISTANCES TO ADJACENT ROAD OR SIDEWALK = 10 FT.
                                                   “MANSION” LOTS (100’ X 150’ TYP.)                   13   CLUBHOUSE WITH RESTAURANT,EVENT SPACE,
                                                                                                                                                                                                                                   PROPOSED DENSITY 				                     =	 18.8 D.U./AC.                                                                                                                                             CLUBHOUSE [SITE FEATURES 12 AND 13 ON THE PLAN]                                                DEVELOPMENT. FINAL LOCATIONS AND DESIGN OF BIKE PARKING FACILITIES TO BE COORDINATED WITH CITY OF MUSKEGON STAFF.
                                                                                                            POOL, AND PUBLIC RESTROOMS                                                                                                                                                                                                                                                                                                                                                                                              10.	 PROPOSED LIGHTING SHALL CONSIST OF WALL-MOUNTED LIGHTS AND LIGHT POLES BOTH FITTED WITH DOWN CAST TYPE
                                                                                                                                                                                                                                                                                                                                               FRONT-LOADED MANSION LOTS [M1-M20 & M41-M57]                                               1.	 ALLOWABLE USES: COMMUNITY CENTER; EVENT CENTER RECREATION CENTER;
                                                                                                                                                                      24    WOODLAND PRESERVATION AREA AND ON-LEASH                RETAIL/OFFICE SPACE (MU1-MU4)			                =	            42,780 SQ.FT.                                 1.	 ALLOWABLE USES: MULTIPLE FAMILY DWELLING                                                   RESTAURANT, COCKTAIL LOUNGE, AND BREWPUB; AND MUSIC VENUE (INDOOR AND                      FIXTURES TO BE SPECIFIED BY LIGHTING CONSULTANT. LIGHTING SHALL BE COORIDNATED WITH CITY STAFF TO CLUSTER IN
                                               5   10-12 UNIT REAR-LOADED CONDO OR APARTMENT                                                                                DOG PARK                                                (NOT INLCUDING FUTURE IMPROVEMENTS)                                                                        2.	 MAXIMUM BUILDING HEIGHT = 5 STORIES OR 80 FT., WHICHEVER IS LESS                           OUTDOOR)                                                                                   DESIRED HIGH TRAFFIC PUBLIC AREAS. ALL LIGHTING SHALL BE SHIELDED FROM ADJACENT PROPERTIES.
                                                   “MANSION” LOTS (100’ X 115’ TYP.)                   14   RETAIL BUILDING                                                                                                                                                                                                                    3.	 SETBACKS                                                                               2.	 MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS                      11.	 GROUND FLOOR LEVELS OF BUILDINGS A1-A4 ARE INTENDED TO BE REPURPOSED AS ADDITIONAL RETAIL OR OFFICE SPACE AS
                                                                                                                                                                                                                                   BOAT STORAGE					                               =	            111,600 SQ.FT. (350 SPACES)                           FRONT YARD = 22 FT. MIN. (15 FT. MIN. ON SECONDARY FRONT YARD OF                   3.	 MINIMUM DISTANCE TO OHWM = 15 FT.                                                          NEEDED PER MARKET CONDITIONS. THE CONVERSION OF GROUND FLOOR USES WILL BEGIN AT BUILDING A1 AND EXTEND TO THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EAST SEQUENTIALLY ENDING AT BUILDING A4.
                                                                                                                                                                      25    FUTURE RESTAURANT                                                                                                                                                              CORNER LOTS)                                                                   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
                                               6   4 TO 6-STORY APARTMENT OR CONDO BUILDING            15   PUBLIC NATURE VIEW BOARDWALK                                                                                           BOAT DOCKING SPACES					=	251                                                                                       SIDE YARD = 5 FT. MIN.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SPECIALISTS.
                                                   WITH GROUND FLOOR PARKING OR POSSIBLE                                                                                                                                           	118’ SLIP						=	1 SLIP                                                                                            REAR YARD = 15 FT. MIN.                                                            MIXED USE [MU1-MU4]
                                                   FUTURE GROUND FLOOR RETAIL [BUILDINGS A1-A4]                                                                                                                                    	103’ SLIP						=	1 SLIP                                                                                                                                                                               1.	 ALLOWABLE USES: GROUND FLOOR - PERMITTED USES IN THE B-2 DISTRICT,                    13.	 TOPOGRAPHICAL REQUIREMENT PER 2101.3.E, EXISTING TOPOGRAPHY IS DEPICTED WITH CONTOURS AT 1-FT INTERVALS ON THE
                                                                                                                                                                      26    TRAFFIC CALMING STREET TREATMENTS (E.G.
                                                                                                                                                                                                                                   	98’ SLIP						=	1 SLIP                                                                                     REAR-LOADED MANSION LOTS [M21-M40]                                                             UPPER LEVELS - MULTIPLE FAMILY DWELLINGS                                                   EXISTING CONDITIONS PLAN. FINAL TOPOGRAPHIC CHANGES SHALL BE IN COMPLIANCE WITH EGLE DUE CARE PLAN CRITERIA.
                                                                                                       16   PUBLIC PARKLET WITH WATERFRONT ACCESS                           ROUNDABOUT, SIGNALIZED BIKJE CROSSING) TO BE
                                                                                                                                                                                                                                   	93’ SLIPS					=	1 SLIP                                                                                     1.	 ALLOWABLE USES: MULTIPLE FAMILY DWELLING                                               2.	 MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS                           AREAS OF FILL MUST BE COMPACTED TO DENSITY SPECIFIED BY GEOTECH CONSULTANT.
                                                                                                            AND FISHING DOCK                                                COORDINATED WITH CITY OF MUSKEGON                                                                                                                                                                                                                                                                                                                       14.	 THE PROJECT WILL BE SERVED BY PUBLIC WATERMAIN, PUBLIC SANITARY SEWER, AND PUBLIC AND PRIVATE STORMWATER
                                                                                                                                                                                                                                   	60’ SLIPS					=	24 SLIPS                                                                                   2.	 MAXIMUM BUILDING HEIGHT = 5 STORIES OR 80 FT., WHICHEVER IS LESS                       3.	 MINIMUM DISTANCE TO OHWM = 15 FT.
                                               7   4 TO 6-STORY APARTMENT OR CONDO BUILDING
                                                                                                                                                                                                                                   	50’ SLIPS					=	77 SLIPS                                                                                   3.	 SETBACKS                                                                               4.	 MINIMUM DISTANCE FROM ADJACENT LOT LINES = 15 FT.                                          MANAGEMENT SYSTEMS. WATERMAIN, SANITARY SEWER, AND STORMWATER MANAGEMENT MEASURES SHALL MEET CITY, COUNTY,
                                                   WITH GROUND FLOOR PARKING [BUILDINGS A5-                                                                                                                                                                                                                                                                                                                                                                                                                                              AND STATE OF MICHIGAN REQUIREMENTS. “DRY UTILITIES,” WHICH INCLUDE ELECTRIC SERVICE, TELECOMMUNICATIONS, AND
                                                                                                                                                                                                                                   	45’ SLIPS					=	54 SLIPS                                                                                           FRONT YARD = 12 FT. TO 20 FT. MIN. BUILD-TO-LINE (15 FT. MIN. SETBACK
                                                   A22]                                                17   PUBLIC FISHING AND KAYAK LAUNCH                           27    8 FT. BREAK WALL/WAVE ATTENUATOR WITH                  	40’ SLIPS					=	56 SLIPS                                                                                               ON SECONDARY FRONT YARD OF CORNER LOTS)                                        BOAT STORAGE BUILDING                                                                          NATURAL GAS, WILL BE WILL BE INSTALLED UNDERGROUND AND WILL BE PROVIDED TO EACH SITE.
                                                                                                                                                                            PUBLIC WALKING PATH, FISHING PLATFORM AND              	      TRANSIENT/VISITOR/SHOPPER DOCKING SPACES	 =	 1400 LINEAR FEET	                                               SIDE YARD = 5 FT. MIN.                                                             1.	 ALLOWABLE USES: BOAT STORAGE AND SIMILAR OR ACCESSORY USE
                                                                                                                                                                            TRANSIENT/VISITOR/SHOPPER DOCKING ON NORTH                                                                                                                                 REAR YARD = 1 FT. MIN.                                                             2.	 MAXIMUM BUILDING HEIGHT = 50 FT.
                                               8   REAR LOAD ROWHOUSES (18’ X 40’ TYP.) [R1-R35]       18   MULTI-MODAL TRAIL CONNECTOR                                     AND SOUTH SIDES OF PIER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   October 05, 2023                                         North                 0’       75’      150’         300’ Scale: 1”=150’




                                               WINDWARD                    POINTE
                                               FINAL PUD PLAN - PUBLIC AMENITY & PEDESTRIAN CIRCULATION EXHIBIT
                                               project number: 23201268
23201268-20231005-PREL1 10/05/2023 @ 3:48 pm




                                                                                                                                                                                  MUSKEGON LAKE


                                                                                                                                                                                                                                                                                                                                                                                                                                                                    P9
                                                                                                                                                                                                                                                                                                                                                         19                                                                                                                                                                                         2

                                                                                                                                                                                                                                                                                                                                                                                                                                      2
                                                                                                                                                                                                                                                                                                                                                     P7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          16
                                                                                                                                                                                                                                                                                                                      3
                                                                                                            P2                TRANS                                                                                                                                                                                                            16                                                              3

                                                                                                                                                                                                                                                                                                                                                                       P8                                                                                                                                                                                                                                                                  P12
                                                                                                                                       IENT/V
                                                                                                                                                ISITOR
                                                                                                                                                         DOCKIN
                                                                                             27               PIER 1
                                                                                                                              TRANS
                                                                                                                                       IENT/V
                                                                                                                                                                  G
                                                                                                                                              ISITOR
                                                                                                                                                         DOCKIN
                                                                                                                                                               G                                                                                                                                                                                                                   16                                                                                                                                                                                                                                          17
                                                                                                                                                                                                                                                                                         16                                                                                                                                                                                                                  M42         M43   M44
                                                                                                                                                                                                                                                                                                                                                                                                                                      P10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                M41                                                       M45
                                                                                                                                                                                                                                                                        P4
                                                                                                                                                                                                                                                                                                                                                                                                                                                     22                                                                                                                  M46         M47
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      4                                                                                          M48

                                                                                                                                                                                                                                                                                    P6
                                                                                                                               60’ SLIPS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        23

                                                                                                                                                                           P3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               P11
                                                                                                                                                                                                                            3                                                                                                                                                                                                   M20
                                                                                                                                                                                                                                                                        16                                                                                                                                          M19                         M21                               M40                                                                                                            M49
                                                                                                                               PIER 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        24
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    12
                                                                                                                                                                                                                                                                                                                                                     3
                                                                                                                              50’ SLIPS                                                                                                                                                                                                                                                                                                         M22                                                                                                                                              M50
                                                                                                                                                                                                                                                                                                                 3                                                                                                                                                                M39
                                                                                                                                                                                13                                                                                                                                                                                                                                       M18

                                                                                                                                                                                                                                                                               P5
                                                                                                                                                                                                                                           M2
                                                                                                                              PIER 3                                                                                       M1                                  3                                                                                                                                                                                                                                                                                                                                 M51
                                                                                                                                                                                                                                                                                                                                                                                                                                                M23                               M38
                                                                                                                                                                                                                                                                                                                                                                                                                          M17
                                                                                                                          45’ SLIPS                                                                                                         M3                                     16                                                                                                                                                                                                                                    A21
                                                                                                                                                                                                                                                 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
                                                                                                                                                                                                                                                                                                                                                                                                        M13
                                                                                                                                                                                                                                                                                                                                                                               M12                                                                                                                                                                                                                                                         15
                                                                                                                                                                                                                                                                                                                                                                                                                          12
                                                                                                                                             21                                                                                                                         MU4              MU3

                                                                                    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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EN MAR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                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                                       9    MIXED-USE BUILDING (GROUND FLOOR RETAIL,                  19    POOL AND RESTROOM BUILDING                             SITE LOCATION:				                         2400 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.
                                                                                                            APARTMENTS ABOVE) [MU1-MU4]                                                                                                                                                                                                        1.	 ALLOWABLE USES: MULTIPLE FAMILY DWELLINGS (APARTMENTS OF                               1.	 ALLOWABLE USES: DETACHED SINGLE FAMILY DWELLING
                                                                                                                                                                                                                                   SITE AREA					=	122.94 AC.                                                                                      CONDOMINIUMS), SENIOR LIVING FACILITY, AND PERMITTED USES WITHIN THE                   2.	 MAXIMUM BUILDING HEIGHT = 3 STORIES PLUS BASEMENT                                          CONFLICTS WITH UTILITIES, STREET LIGHTS, DRIVEWAYS, ETC.)
                                                                                                                                                                                                                                                                                                                                                   B-2 DISTRICT AT GROUND FLOOR OF BUILDINGS A1-A4                                                                                                                                  3.	 WAYFINDING SIGNAGE WILL BE STRATEGICALLY PLACED THROUGHOUT THE DEVELOPMENT TO DIRECT PEDESTRIANS TO SITE
                                               2   SINGLE FAMILY STAGGERED LOT (26’-22’ X 205’         10   IN-OUT DRY BOAT STORAGE (155’ X 720’                      20    BOAT HOIST/WASH STATION AREA
                                                                                                                                                                                                                                   EXISTING ZONING				                             =	            I-2 (GENERAL INDUSTRIAL)                      2.	 MAXIMUM BUILDING HEIGHT = 6 STORIES OR 90 FT., WHICHEVER IS LESS
                                                                                                                                                                                                                                                                                                                                                                                                                                          3.	 SETBACKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         FEATURES INCLUDING KAYAK LAUNCHES, NATURAL FEATURES, TRAILS, FISHING PLATFORMS, PARKS, CLUBHOUSES, BIKE PATHS,
                                                   TYP.) - MAY BE COMBINED TO CREATE LARGER                 BUILDING WITH APPROXIMATELY 350 STORAGE                                                                                                                                                                                                                                                                                               FRONT YARD = 22 FT. MIN.
                                                                                                                                                                                                                                                                                                                                               3.	 MINIMUM BUILDING TO BUILDING SEPARATION [FOUNDATION WALL TO                                    SIDE YARD = 5 FT. MIN.                                                                 RETAIL CORRIDOR(S), DOG PARKS, ETC.
                                                   WATERFRONT LOTS                                          SPACES)                                                                                                                                                                                                                                                                                                                                                                                                                 4.	 OUTDOOR ENTERTAINMENT AT THE RESTAURANT AND OTHER PUBLIC SPACES WILL BE ALLOWED BETWEEN THE HOURS OF 10 A.M.
                                                                                                                                                                                                                                   PROPOSED ZONING				                             =	            PUD (PLANNED UNIT DEVELOPMENT)                    FOUNDATION WALL] = 35 FT.                                                                      REAR YARD = 15 FT. MIN. FROM O.H.W.M.
                                                                                                                                                                      21    STAGING SLIPS FOR IN/OUT SERVICE AND GAS DOCK                                                                                                                      4.	 MINIMUM DISTANCE TO AJACENT ROADS (EXCLUDES PARKING DRIVE AISLES) =                                                                                                                   AND 11 P.M AND NOT PERMITTED BETWEEN 11PM AND 10AM.
                                                                                                       11   MARINA RESTROOMS                                                / PUMP OUT DOCK                                        PROPOSED DWELLINGS			                                                                                           25 FT.                                                                                 STAGGERED LOTS [22’-26’ X 205’ TYP.]                                                      5.	 THERE WILL BE NO GATES OR FENCES WITHIN THE DEVELOPMENT EXCEPT FOR PIERS 1, 2, 3, AND 4; DOG PARKS; SPORT COURTS;
                                               3   SINGLE FAMILY ALIGNED LOT (34’ X 150’ TYP.) - MAY                                                                                                                               	     26’/22’X205’ LOTS				=	108 DWELLINGS                                                                                                                                                             1.	 ALLOWABLE USES: DETACHED SINGLE FAMILY DWELLING                                            PLAYGROUNDS, POOLS; DUMPSTER ENCLOSURES; AND ABOVE GROUND UTILITY SCREENING.
                                                   BE COMBINED TO CREATE LARGER WATERFRONT                                                                                                                                         	34’X150’ LOTS 				=	112 DWELLINGS                                                                          ROWHOUSES [R1-R35]                                                                         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
                                                   LOTS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  MAINTAINING A HIGH LEVEL OF CARE AND LESSENING THE BURDEN ON PUBLICLY FUNDED CITY AGENCIES.
                                                                                                       12   CLUBHOUSES WITH POOLS AND SPORT                           22    FENCED DOG PARK AND POLLINATOR GARDEN AREA             	     10-12 UNIT “MANSION” LOT DWELLINGS	 =	 570-684 DWELLINGS (57 BLDGS)                                   1.	 ALLOWABLE USES: ATTACHED SINGLE FAMILY DWELLINGS                                       3.	 SETBACKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    7.	 FINAL DUMPSTER ENCLOSURE LOCATIONS SHALL BE REVIEWED AND APPROVED BY CITY OF MUSKEGON STAFF.
                                                                                                            COURTS                                                                                                                 	     APT/CONDO BUILDINGS			              =	 792-1,320 DWELLINGS (22 BLDGS)                                 2.	 MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS                               FRONT YARD = 22 FT. MIN.
                                                                                                                                                                                                                                   	     18’ X 40’ TOWNHOMES			              =	 35 UNITS (10 BLDGS)                                            3.	 MINIMUM BUILDING TO BUILDING SEPARATION [FOUNDATION WALL TO                                    SIDE YARD = 1 FT. MIN.                                                            8.	 SNOW SHALL BE STORED IN DESIGNATED AREAS, AS SPECIFIED BY CITY OF MUSKEGON MAINTENANCE PERSONNEL OR REMOVED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         FROM THE SITE AS NEEDED.
                                               4   10-12 UNIT FRONT-LOADED CONDO OR APARTMENT                                                                         23    PLAYGROUND                                             	     MIXED-USE APARTMENTS			             =	 55 DWELLINGS (4 BLDGS)                                             FOUNDATION WALL] = 16 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
                                                                                                                                                                                                                                   	                                                                                                           4.	 MINIMUM DISTANCES TO ADJACENT ROAD OR SIDEWALK = 10 FT.
                                                   “MANSION” LOTS (100’ X 150’ TYP.)                   13   CLUBHOUSE WITH RESTAURANT,EVENT SPACE,
                                                                                                                                                                                                                                   PROPOSED DENSITY 				                     =	 18.8 D.U./AC.                                                                                                                                             CLUBHOUSE [SITE FEATURES 12 AND 13 ON THE PLAN]                                                DEVELOPMENT. FINAL LOCATIONS AND DESIGN OF BIKE PARKING FACILITIES TO BE COORDINATED WITH CITY OF MUSKEGON STAFF.
                                                                                                            POOL, AND PUBLIC RESTROOMS                                                                                                                                                                                                                                                                                                                                                                                              10.	 PROPOSED LIGHTING SHALL CONSIST OF WALL-MOUNTED LIGHTS AND LIGHT POLES BOTH FITTED WITH DOWN CAST TYPE
                                                                                                                                                                                                                                                                                                                                               FRONT-LOADED MANSION LOTS [M1-M20 & M41-M57]                                               1.	 ALLOWABLE USES: COMMUNITY CENTER; EVENT CENTER RECREATION CENTER;
                                                                                                                                                                      24    WOODLAND PRESERVATION AREA AND ON-LEASH                RETAIL/OFFICE SPACE (MU1-MU4)			                =	            42,780 SQ.FT.                                 1.	 ALLOWABLE USES: MULTIPLE FAMILY DWELLING                                                   RESTAURANT, COCKTAIL LOUNGE, AND BREWPUB; AND MUSIC VENUE (INDOOR AND                      FIXTURES TO BE SPECIFIED BY LIGHTING CONSULTANT. LIGHTING SHALL BE COORIDNATED WITH CITY STAFF TO CLUSTER IN
                                               5   10-12 UNIT REAR-LOADED CONDO OR APARTMENT                                                                                DOG PARK                                                (NOT INLCUDING FUTURE IMPROVEMENTS)                                                                        2.	 MAXIMUM BUILDING HEIGHT = 5 STORIES OR 80 FT., WHICHEVER IS LESS                           OUTDOOR)                                                                                   DESIRED HIGH TRAFFIC PUBLIC AREAS. ALL LIGHTING SHALL BE SHIELDED FROM ADJACENT PROPERTIES.
                                                   “MANSION” LOTS (100’ X 115’ TYP.)                   14   RETAIL BUILDING                                                                                                                                                                                                                    3.	 SETBACKS                                                                               2.	 MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS                      11.	 GROUND FLOOR LEVELS OF BUILDINGS A1-A4 ARE INTENDED TO BE REPURPOSED AS ADDITIONAL RETAIL OR OFFICE SPACE AS
                                                                                                                                                                                                                                   BOAT STORAGE					                               =	            111,600 SQ.FT. (350 SPACES)                           FRONT YARD = 22 FT. MIN. (15 FT. MIN. ON SECONDARY FRONT YARD OF                   3.	 MINIMUM DISTANCE TO OHWM = 15 FT.                                                          NEEDED PER MARKET CONDITIONS. THE CONVERSION OF GROUND FLOOR USES WILL BEGIN AT BUILDING A1 AND EXTEND TO THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EAST SEQUENTIALLY ENDING AT BUILDING A4.
                                                                                                                                                                      25    FUTURE RESTAURANT                                                                                                                                                              CORNER LOTS)                                                                   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
                                               6   4 TO 6-STORY APARTMENT OR CONDO BUILDING            15   PUBLIC NATURE VIEW BOARDWALK                                                                                           BOAT DOCKING SPACES					=	251                                                                                       SIDE YARD = 5 FT. MIN.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SPECIALISTS.
                                                   WITH GROUND FLOOR PARKING OR POSSIBLE                                                                                                                                           	118’ SLIP						=	1 SLIP                                                                                            REAR YARD = 15 FT. MIN.                                                            MIXED USE [MU1-MU4]
                                                   FUTURE GROUND FLOOR RETAIL [BUILDINGS A1-A4]                                                                                                                                    	103’ SLIP						=	1 SLIP                                                                                                                                                                               1.	 ALLOWABLE USES: GROUND FLOOR - PERMITTED USES IN THE B-2 DISTRICT,                    13.	 TOPOGRAPHICAL REQUIREMENT PER 2101.3.E, EXISTING TOPOGRAPHY IS DEPICTED WITH CONTOURS AT 1-FT INTERVALS ON THE
                                                                                                                                                                      26    TRAFFIC CALMING STREET TREATMENTS (E.G.
                                                                                                                                                                                                                                   	98’ SLIP						=	1 SLIP                                                                                     REAR-LOADED MANSION LOTS [M21-M40]                                                             UPPER LEVELS - MULTIPLE FAMILY DWELLINGS                                                   EXISTING CONDITIONS PLAN. FINAL TOPOGRAPHIC CHANGES SHALL BE IN COMPLIANCE WITH EGLE DUE CARE PLAN CRITERIA.
                                                                                                       16   PUBLIC PARKLET WITH WATERFRONT ACCESS                           ROUNDABOUT, SIGNALIZED BIKJE CROSSING) TO BE
                                                                                                                                                                                                                                   	93’ SLIPS					=	1 SLIP                                                                                     1.	 ALLOWABLE USES: MULTIPLE FAMILY DWELLING                                               2.	 MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS                           AREAS OF FILL MUST BE COMPACTED TO DENSITY SPECIFIED BY GEOTECH CONSULTANT.
                                                                                                            AND FISHING DOCK                                                COORDINATED WITH CITY OF MUSKEGON                                                                                                                                                                                                                                                                                                                       14.	 THE PROJECT WILL BE SERVED BY PUBLIC WATERMAIN, PUBLIC SANITARY SEWER, AND PUBLIC AND PRIVATE STORMWATER
                                                                                                                                                                                                                                   	60’ SLIPS					=	24 SLIPS                                                                                   2.	 MAXIMUM BUILDING HEIGHT = 5 STORIES OR 80 FT., WHICHEVER IS LESS                       3.	 MINIMUM DISTANCE TO OHWM = 15 FT.
                                               7   4 TO 6-STORY APARTMENT OR CONDO BUILDING
                                                                                                                                                                                                                                   	50’ SLIPS					=	77 SLIPS                                                                                   3.	 SETBACKS                                                                               4.	 MINIMUM DISTANCE FROM ADJACENT LOT LINES = 15 FT.                                          MANAGEMENT SYSTEMS. WATERMAIN, SANITARY SEWER, AND STORMWATER MANAGEMENT MEASURES SHALL MEET CITY, COUNTY,
                                                   WITH GROUND FLOOR PARKING [BUILDINGS A5-                                                                                                                                                                                                                                                                                                                                                                                                                                              AND STATE OF MICHIGAN REQUIREMENTS. “DRY UTILITIES,” WHICH INCLUDE ELECTRIC SERVICE, TELECOMMUNICATIONS, AND
                                                                                                                                                                                                                                   	45’ SLIPS					=	54 SLIPS                                                                                           FRONT YARD = 12 FT. TO 20 FT. MIN. BUILD-TO-LINE (15 FT. MIN. SETBACK
                                                   A22]                                                17   PUBLIC FISHING AND KAYAK LAUNCH                           27    8 FT. BREAK WALL/WAVE ATTENUATOR WITH                  	40’ SLIPS					=	56 SLIPS                                                                                               ON SECONDARY FRONT YARD OF CORNER LOTS)                                        BOAT STORAGE BUILDING                                                                          NATURAL GAS, WILL BE WILL BE INSTALLED UNDERGROUND AND WILL BE PROVIDED TO EACH SITE.
                                                                                                                                                                            PUBLIC WALKING PATH, FISHING PLATFORM AND              	      TRANSIENT/VISITOR/SHOPPER DOCKING SPACES	 =	 1400 LINEAR FEET	                                               SIDE YARD = 5 FT. MIN.                                                             1.	 ALLOWABLE USES: BOAT STORAGE AND SIMILAR OR ACCESSORY USE
                                                                                                                                                                            TRANSIENT/VISITOR/SHOPPER DOCKING ON NORTH                                                                                                                                 REAR YARD = 1 FT. MIN.                                                             2.	 MAXIMUM BUILDING HEIGHT = 50 FT.
                                               8   REAR LOAD ROWHOUSES (18’ X 40’ TYP.) [R1-R35]       18   MULTI-MODAL TRAIL CONNECTOR                                     AND SOUTH SIDES OF PIER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   October 05, 2023                                         North                 0’       75’      150’         300’ Scale: 1”=150’




                                               WINDWARD                    POINTE
                                               FINAL PUD PLAN - PUBLIC AREA & PEDESTRAIN CIRCULATION EXHIBIT
                                               project number: 23201268
23201268-20231005-PREL1 10/05/2023 @ 3:48 pm




                                                                                                                                                                                  MUSKEGON LAKE


                                                                                                                                                                                                                                                                                                                                                                                                                                                         P9
                                                                                                                                                                                                                                                                                                                                                         19                                                                                                                                                                                         2

                                                                                                                                                                                                                                                                                                                                                     P7                                                                               2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          16
                                                                                                                                                                                                                                                                                                                      3
                                                                                                            P2                                                                                                                                                                                                                                 16                                                              3
                                                                                                                                                                                                                                                                                                                                                                   P8
                                                                                                                              TRANS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           P12
                                                                                                                                       IENT/V
                                                                                                                                                ISITOR
                                                                                                                                                         DOCKIN
                                                                                             27               PIER 1
                                                                                                                              TRANS
                                                                                                                                       IENT/V
                                                                                                                                                                  G
                                                                                                                                              ISITOR

                                                                                                                                                                                                                                                                        P4
                                                                                                                                                         DOCKIN
                                                                                                                                                               G                                                                                                                                                                                                                   16                                                                                                                                                                                                                                          17
                                                                                                                                                                                                                                                                                         16                                                                                                                                                                                                                  M42         M43   M44
                                                                                                                                                                                                                                                                                                                                                                                                                                      P10            22                                         M41                                                       M45            M46         M47         M48
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      4
                                                                                                                              60’ SLIPS                                                                                                                                                                                                                                                                                                                                                 23

                                                                                                                                                                                P3                                          3                                                                                                                                                                                                   M20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               P11
                                                                                                                               PIER 2
                                                                                                                                                                                                                                                                        16
                                                                                                                                                                                                                                                                                   P6                                                                                                                               M19                         M21                               M40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        24
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 M49

                                                                                                                                                                                                                                                                                                                                                     3
                                                                                                                              50’ SLIPS                                                                                                                                                                                                                                                                                                         M22                                                                                                                                              M50
                                                                                                                                                                                                                                                                                                                 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
                                                                                                                                                                                                                                                                                                                                                                                                        M13
                                                                                                                                                                                                                                                                                                                                                                               M12                                                                                                                                                                                                                                                         15
                                                                                                                                                                                                                                                                                                                                                                                                                          12
                                                                                                                                             21                                                                                                                         MU4              MU3

                                                                                    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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EN MAR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                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                                       9    MIXED-USE BUILDING (GROUND FLOOR RETAIL,                  19    POOL AND RESTROOM BUILDING                             SITE LOCATION:				                         2400 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.
                                                                                                            APARTMENTS ABOVE) [MU1-MU4]                                                                                                                                                                                                        1.	 ALLOWABLE USES: MULTIPLE FAMILY DWELLINGS (APARTMENTS OF                               1.	 ALLOWABLE USES: DETACHED SINGLE FAMILY DWELLING
                                                                                                                                                                                                                                   SITE AREA					=	122.94 AC.                                                                                      CONDOMINIUMS), SENIOR LIVING FACILITY, AND PERMITTED USES WITHIN THE                   2.	 MAXIMUM BUILDING HEIGHT = 3 STORIES PLUS BASEMENT                                          CONFLICTS WITH UTILITIES, STREET LIGHTS, DRIVEWAYS, ETC.)
                                                                                                                                                                                                                                                                                                                                                   B-2 DISTRICT AT GROUND FLOOR OF BUILDINGS A1-A4                                                                                                                                  3.	 WAYFINDING SIGNAGE WILL BE STRATEGICALLY PLACED THROUGHOUT THE DEVELOPMENT TO DIRECT PEDESTRIANS TO SITE
                                               2   SINGLE FAMILY STAGGERED LOT (26’-22’ X 205’         10   IN-OUT DRY BOAT STORAGE (155’ X 720’                      20    BOAT HOIST/WASH STATION AREA
                                                                                                                                                                                                                                   EXISTING ZONING				                             =	            I-2 (GENERAL INDUSTRIAL)                      2.	 MAXIMUM BUILDING HEIGHT = 6 STORIES OR 90 FT., WHICHEVER IS LESS
                                                                                                                                                                                                                                                                                                                                                                                                                                          3.	 SETBACKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         FEATURES INCLUDING KAYAK LAUNCHES, NATURAL FEATURES, TRAILS, FISHING PLATFORMS, PARKS, CLUBHOUSES, BIKE PATHS,
                                                   TYP.) - MAY BE COMBINED TO CREATE LARGER                 BUILDING WITH APPROXIMATELY 350 STORAGE                                                                                                                                                                                                                                                                                               FRONT YARD = 22 FT. MIN.
                                                                                                                                                                                                                                                                                                                                               3.	 MINIMUM BUILDING TO BUILDING SEPARATION [FOUNDATION WALL TO                                    SIDE YARD = 5 FT. MIN.                                                                 RETAIL CORRIDOR(S), DOG PARKS, ETC.
                                                   WATERFRONT LOTS                                          SPACES)                                                                                                                                                                                                                                                                                                                                                                                                                 4.	 OUTDOOR ENTERTAINMENT AT THE RESTAURANT AND OTHER PUBLIC SPACES WILL BE ALLOWED BETWEEN THE HOURS OF 10 A.M.
                                                                                                                                                                                                                                   PROPOSED ZONING				                             =	            PUD (PLANNED UNIT DEVELOPMENT)                    FOUNDATION WALL] = 35 FT.                                                                      REAR YARD = 15 FT. MIN. FROM O.H.W.M.
                                                                                                                                                                      21    STAGING SLIPS FOR IN/OUT SERVICE AND GAS DOCK                                                                                                                      4.	 MINIMUM DISTANCE TO AJACENT ROADS (EXCLUDES PARKING DRIVE AISLES) =                                                                                                                   AND 11 P.M AND NOT PERMITTED BETWEEN 11PM AND 10AM.
                                                                                                       11   MARINA RESTROOMS                                                / PUMP OUT DOCK                                        PROPOSED DWELLINGS			                                                                                           25 FT.                                                                                 STAGGERED LOTS [22’-26’ X 205’ TYP.]                                                      5.	 THERE WILL BE NO GATES OR FENCES WITHIN THE DEVELOPMENT EXCEPT FOR PIERS 1, 2, 3, AND 4; DOG PARKS; SPORT COURTS;
                                               3   SINGLE FAMILY ALIGNED LOT (34’ X 150’ TYP.) - MAY                                                                                                                               	     26’/22’X205’ LOTS				=	108 DWELLINGS                                                                                                                                                             1.	 ALLOWABLE USES: DETACHED SINGLE FAMILY DWELLING                                            PLAYGROUNDS, POOLS; DUMPSTER ENCLOSURES; AND ABOVE GROUND UTILITY SCREENING.
                                                   BE COMBINED TO CREATE LARGER WATERFRONT                                                                                                                                         	34’X150’ LOTS 				=	112 DWELLINGS                                                                          ROWHOUSES [R1-R35]                                                                         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
                                                   LOTS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  MAINTAINING A HIGH LEVEL OF CARE AND LESSENING THE BURDEN ON PUBLICLY FUNDED CITY AGENCIES.
                                                                                                       12   CLUBHOUSES WITH POOLS AND SPORT                           22    FENCED DOG PARK AND POLLINATOR GARDEN AREA             	     10-12 UNIT “MANSION” LOT DWELLINGS	 =	 570-684 DWELLINGS (57 BLDGS)                                   1.	 ALLOWABLE USES: ATTACHED SINGLE FAMILY DWELLINGS                                       3.	 SETBACKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    7.	 FINAL DUMPSTER ENCLOSURE LOCATIONS SHALL BE REVIEWED AND APPROVED BY CITY OF MUSKEGON STAFF.
                                                                                                            COURTS                                                                                                                 	     APT/CONDO BUILDINGS			              =	 792-1,320 DWELLINGS (22 BLDGS)                                 2.	 MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS                               FRONT YARD = 22 FT. MIN.
                                                                                                                                                                                                                                   	     18’ X 40’ TOWNHOMES			              =	 35 UNITS (10 BLDGS)                                            3.	 MINIMUM BUILDING TO BUILDING SEPARATION [FOUNDATION WALL TO                                    SIDE YARD = 1 FT. MIN.                                                            8.	 SNOW SHALL BE STORED IN DESIGNATED AREAS, AS SPECIFIED BY CITY OF MUSKEGON MAINTENANCE PERSONNEL OR REMOVED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         FROM THE SITE AS NEEDED.
                                               4   10-12 UNIT FRONT-LOADED CONDO OR APARTMENT                                                                         23    PLAYGROUND                                             	     MIXED-USE APARTMENTS			             =	 55 DWELLINGS (4 BLDGS)                                             FOUNDATION WALL] = 16 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
                                                                                                                                                                                                                                   	                                                                                                           4.	 MINIMUM DISTANCES TO ADJACENT ROAD OR SIDEWALK = 10 FT.
                                                   “MANSION” LOTS (100’ X 150’ TYP.)                   13   CLUBHOUSE WITH RESTAURANT,EVENT SPACE,
                                                                                                                                                                                                                                   PROPOSED DENSITY 				                     =	 18.8 D.U./AC.                                                                                                                                             CLUBHOUSE [SITE FEATURES 12 AND 13 ON THE PLAN]                                                DEVELOPMENT. FINAL LOCATIONS AND DESIGN OF BIKE PARKING FACILITIES TO BE COORDINATED WITH CITY OF MUSKEGON STAFF.
                                                                                                            POOL, AND PUBLIC RESTROOMS                                                                                                                                                                                                                                                                                                                                                                                              10.	 PROPOSED LIGHTING SHALL CONSIST OF WALL-MOUNTED LIGHTS AND LIGHT POLES BOTH FITTED WITH DOWN CAST TYPE
                                                                                                                                                                                                                                                                                                                                               FRONT-LOADED MANSION LOTS [M1-M20 & M41-M57]                                               1.	 ALLOWABLE USES: COMMUNITY CENTER; EVENT CENTER RECREATION CENTER;
                                                                                                                                                                      24    WOODLAND PRESERVATION AREA AND ON-LEASH                RETAIL/OFFICE SPACE (MU1-MU4)			                =	            42,780 SQ.FT.                                 1.	 ALLOWABLE USES: MULTIPLE FAMILY DWELLING                                                   RESTAURANT, COCKTAIL LOUNGE, AND BREWPUB; AND MUSIC VENUE (INDOOR AND                      FIXTURES TO BE SPECIFIED BY LIGHTING CONSULTANT. LIGHTING SHALL BE COORIDNATED WITH CITY STAFF TO CLUSTER IN
                                               5   10-12 UNIT REAR-LOADED CONDO OR APARTMENT                                                                                DOG PARK                                                (NOT INLCUDING FUTURE IMPROVEMENTS)                                                                        2.	 MAXIMUM BUILDING HEIGHT = 5 STORIES OR 80 FT., WHICHEVER IS LESS                           OUTDOOR)                                                                                   DESIRED HIGH TRAFFIC PUBLIC AREAS. ALL LIGHTING SHALL BE SHIELDED FROM ADJACENT PROPERTIES.
                                                   “MANSION” LOTS (100’ X 115’ TYP.)                   14   RETAIL BUILDING                                                                                                                                                                                                                    3.	 SETBACKS                                                                               2.	 MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS                      11.	 GROUND FLOOR LEVELS OF BUILDINGS A1-A4 ARE INTENDED TO BE REPURPOSED AS ADDITIONAL RETAIL OR OFFICE SPACE AS
                                                                                                                                                                                                                                   BOAT STORAGE					                               =	            111,600 SQ.FT. (350 SPACES)                           FRONT YARD = 22 FT. MIN. (15 FT. MIN. ON SECONDARY FRONT YARD OF                   3.	 MINIMUM DISTANCE TO OHWM = 15 FT.                                                          NEEDED PER MARKET CONDITIONS. THE CONVERSION OF GROUND FLOOR USES WILL BEGIN AT BUILDING A1 AND EXTEND TO THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EAST SEQUENTIALLY ENDING AT BUILDING A4.
                                                                                                                                                                      25    FUTURE RESTAURANT                                                                                                                                                              CORNER LOTS)                                                                   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
                                               6   4 TO 6-STORY APARTMENT OR CONDO BUILDING            15   PUBLIC NATURE VIEW BOARDWALK                                                                                           BOAT DOCKING SPACES					=	251                                                                                       SIDE YARD = 5 FT. MIN.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SPECIALISTS.
                                                   WITH GROUND FLOOR PARKING OR POSSIBLE                                                                                                                                           	118’ SLIP						=	1 SLIP                                                                                            REAR YARD = 15 FT. MIN.                                                            MIXED USE [MU1-MU4]
                                                   FUTURE GROUND FLOOR RETAIL [BUILDINGS A1-A4]                                                                                                                                    	103’ SLIP						=	1 SLIP                                                                                                                                                                               1.	 ALLOWABLE USES: GROUND FLOOR - PERMITTED USES IN THE B-2 DISTRICT,                    13.	 TOPOGRAPHICAL REQUIREMENT PER 2101.3.E, EXISTING TOPOGRAPHY IS DEPICTED WITH CONTOURS AT 1-FT INTERVALS ON THE
                                                                                                                                                                      26    TRAFFIC CALMING STREET TREATMENTS (E.G.
                                                                                                                                                                                                                                   	98’ SLIP						=	1 SLIP                                                                                     REAR-LOADED MANSION LOTS [M21-M40]                                                             UPPER LEVELS - MULTIPLE FAMILY DWELLINGS                                                   EXISTING CONDITIONS PLAN. FINAL TOPOGRAPHIC CHANGES SHALL BE IN COMPLIANCE WITH EGLE DUE CARE PLAN CRITERIA.
                                                                                                       16   PUBLIC PARKLET WITH WATERFRONT ACCESS                           ROUNDABOUT, SIGNALIZED BIKJE CROSSING) TO BE
                                                                                                                                                                                                                                   	93’ SLIPS					=	1 SLIP                                                                                     1.	 ALLOWABLE USES: MULTIPLE FAMILY DWELLING                                               2.	 MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS                           AREAS OF FILL MUST BE COMPACTED TO DENSITY SPECIFIED BY GEOTECH CONSULTANT.
                                                                                                            AND FISHING DOCK                                                COORDINATED WITH CITY OF MUSKEGON                                                                                                                                                                                                                                                                                                                       14.	 THE PROJECT WILL BE SERVED BY PUBLIC WATERMAIN, PUBLIC SANITARY SEWER, AND PUBLIC AND PRIVATE STORMWATER
                                                                                                                                                                                                                                   	60’ SLIPS					=	24 SLIPS                                                                                   2.	 MAXIMUM BUILDING HEIGHT = 5 STORIES OR 80 FT., WHICHEVER IS LESS                       3.	 MINIMUM DISTANCE TO OHWM = 15 FT.
                                               7   4 TO 6-STORY APARTMENT OR CONDO BUILDING
                                                                                                                                                                                                                                   	50’ SLIPS					=	77 SLIPS                                                                                   3.	 SETBACKS                                                                               4.	 MINIMUM DISTANCE FROM ADJACENT LOT LINES = 15 FT.                                          MANAGEMENT SYSTEMS. WATERMAIN, SANITARY SEWER, AND STORMWATER MANAGEMENT MEASURES SHALL MEET CITY, COUNTY,
                                                   WITH GROUND FLOOR PARKING [BUILDINGS A5-                                                                                                                                                                                                                                                                                                                                                                                                                                              AND STATE OF MICHIGAN REQUIREMENTS. “DRY UTILITIES,” WHICH INCLUDE ELECTRIC SERVICE, TELECOMMUNICATIONS, AND
                                                                                                                                                                                                                                   	45’ SLIPS					=	54 SLIPS                                                                                           FRONT YARD = 12 FT. TO 20 FT. MIN. BUILD-TO-LINE (15 FT. MIN. SETBACK
                                                   A22]                                                17   PUBLIC FISHING AND KAYAK LAUNCH                           27    8 FT. BREAK WALL/WAVE ATTENUATOR WITH                  	40’ SLIPS					=	56 SLIPS                                                                                               ON SECONDARY FRONT YARD OF CORNER LOTS)                                        BOAT STORAGE BUILDING                                                                          NATURAL GAS, WILL BE WILL BE INSTALLED UNDERGROUND AND WILL BE PROVIDED TO EACH SITE.
                                                                                                                                                                            PUBLIC WALKING PATH, FISHING PLATFORM AND              	      TRANSIENT/VISITOR/SHOPPER DOCKING SPACES	 =	 1400 LINEAR FEET	                                               SIDE YARD = 5 FT. MIN.                                                             1.	 ALLOWABLE USES: BOAT STORAGE AND SIMILAR OR ACCESSORY USE
                                                                                                                                                                            TRANSIENT/VISITOR/SHOPPER DOCKING ON NORTH                                                                                                                                 REAR YARD = 1 FT. MIN.                                                             2.	 MAXIMUM BUILDING HEIGHT = 50 FT.
                                               8   REAR LOAD ROWHOUSES (18’ X 40’ TYP.) [R1-R35]       18   MULTI-MODAL TRAIL CONNECTOR                                     AND SOUTH SIDES OF PIER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   October 05, 2023                                         North                 0’       75’      150’         300’ Scale: 1”=150’




                                               WINDWARD       POINTE
                                               FINAL PUD PLAN
                                               project number: 23201268
 Windward Pointe

 Stormwater Management Design Strategy

 Criteria
 Stormwater management for proposed Windward Pointe will meet the rigorous criteria
 established by the Muskegon County Water Resources Commissioner and the City of
 Muskegon.
    • The City of Muskegon and their stormwater consultant team will review the
        design calculations and construction documents prior to construction of site
        infrastructure.
    • A stormwater permit will be obtained from the City of Muskegon prior to the start
        of infrastructure construction.

 Historical Site
 Throughout Muskegon’s history, stormwater runoff has been considered a “nuisance”
 that had to be disposed of quickly and without regarding to its real value. This is
 evidenced on the Windward Pointe property, which was the site of an industrial-era
 paper mill for many decades. The site was largely impervious, and stormwater runoff
 was allowed to simply flow away from the site with zero or very little clean-up or
 treatment techniques.




           SD Warren / Sappi Paper Mill



 Windward Pointe Goals
                      Recently it has been recognized that effective stormwater
                      management means that we need to treat rainfall as a
                      resource that should be protected, helping to ensure that
                      future generations can enjoy the unique resources that we
                      are blessed with. Windward Pointe shares this vision and
                      goal for sustainability in its stormwater management design
                      strategy.


217 Grandville Avenue, SW Suite 302 • Grand Rapids, MI 49503 • P. 616.575.5190 • F. 616.575.6644
       Ann Arbor • Chicago• Columbus • Grand Rapids • Holland • Indianapolis • St. Louis
                                          www.nederveld.com
Techniques
Stormwater runoff from streets can carry sediment, debris, chemicals, and pollutants,
which must be cleaned and treated prior to discharge into our waterways.
   •   Underground infrastructure will include
       sediment trap sumps in catch basins and
       stormwater quality units (SWQU).
       SWQUs are designed to treat stormwater
       to remove debris collected in runoff
       including trash, sediment, oils, and other
       suspended solids.

   •   Windward Pointe will also employ sustainable design measures such as planting
       strips, infiltration beds, bioretention cells, and bioswales to capture and treat
       stormwater runoff. Examples are shown below:




Standards
The design for the site will meet the standards set forth by the City of Muskegon,
Muskegon County Water Resources Commissioner, and the Michigan Department of
Environment, Great Lakes, and Energy. In particular, water quality will be the primary
focus of stormwater management at Windward Pointe. To accomplish this, the project
will be required to utilize Best Management Practices (BMPs) that provide treatment for
approximately 3.3 million gallons of stormwater runoff, meeting County and City criteria
for sediment and pollutant removal. These measures will include employing the
techniques noted above.
                                                                                   26.00         22.00                                                                                                                                                                                                                                                                                                                                  26.00         22.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SETBACK
                                                                                                             SETBACK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  YARD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  REAR
                                                                                                              YARD
                                                                                                              REAR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   15.0'
                                                                                                               15.0'
                                                                                                                    1.0'                                                                                                                                                                                                                                                                                                                                                 1.0'
                                                                                                                   SIDE                                                                                                                                                                                                                                                                                                                                                 SIDE
                                                                                                                  YARD                                                                                                                                                                                                                                                                                                                                                 YARD




                                                                                                                                                                                                                                                                                                                                                                                                                                                              60.00
                                                                                                         60.00
                                                                                                                 SETBACK                                                                                                                                                                                                                                                                                                                                              SETBACK




                                                                                                                                                                                                                                                                                                                                                                                                                                              60.00
                                                                                       60.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              102.5
                                                                                                                                       102.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TYP.
                                                                                                                                       TYP.
                                                                                                                                                                                                                                                                                                                                              ALLEY PARKING IN LIEU OF
                                                                                                                                                                                                                                                                                                                                               GROUND FLOOR PARKING                                       ALLEY
                                                                                                                                                                                                                          100.0 TYP.




                                                                                                                                                                                                                                                   SETBACK
                                       SETBACK




                                                                                                                                                                                                                                                    YARD
                                                                                                                                                                                                                                                    REAR
                                        YARD




                                                                                                                                                                                                                                                                SETBACK
                                        REAR




                                                                                                                                                                                                                                                     15.0'
                                         15.0'




                                                                                                                                                                                                                                                                 YARD
                                                                                                                                                                                                                                                                 REAR
                                                                                                                                                                                                                                                                  15.0'
                                                                                                                                                                                                                                                                                 90.0
                                                                                   24.00                     24.00                                                                                                                                                                                                                                                                                                                      24.00                    24.00

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2.0




                                                                                                                                                                                                                                                                                                                                                                                                                          WALK
                                                                                                                                       2.0




                                                                                                                                                                                                                                                                                                                                                                                                                           7.0'
                                                                                                                                                                                                                                                                                                                                                                                                          SETBACK
                                                                                                                                                                                                                                                                                                                                                                                                                                                          90.0




                                                                                                                                                                                                                                                                                                                                                                                                           YARD
                                                                                                                                                                                                                                                                                                                                                                                                           REAR
                                                                                                                                                                                                                                                                                                                                                                                                            1.0'
                                                                                                                                                                                                                                                       5.0'
                                                                                                                                                                                                                                                      SIDE
                                          5.0'                                                                                                                                                                                                       YARD
                                         SIDE                                                                                                                                                                                                       SETBACK        5.0'




                                                                                                                                                                              150.0 TYP.




                                                                                                                                                                                                                                                                                                                                                                      115.0 TYP.
                                                                                                                                                                                                                                                                 94.0




                                                                                                                                                                                                                                                                                                         94.0
                                                                                                                                                                                                                                                                  SIDE
94.0




                                        YARD
                                       SETBACK                                                                                                                                                                                                                   YARD




                                                        150.0
                                                         MIN.
                                                                                                                                                                                                                                                                SETBACK




                                                                                                                                                                                                                                                                                            150.0
                                                                                                                                                                                                                                                                                             MIN.




                                                                                                                                                                                                                                                                                                                                                                                                                                                         60.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      60.00
                                                                                                     60.00




                                                                                                                               60.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              102.5
                                                                                                                                       102.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TYP.
                                                                                                                                       TYP.




                                                                                                                                                                                                                                                                                                                                                                                                                                       94.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  94.0
                                                                                                                                                                                                                                                                                                                                                                                           5.0'
                                                                                                                                                                                                                                                                                     90.0                                                                                                 SIDE
                                                                                                                                                                                                                                                                                                                                                                                         YARD
                                                                                                                                                                                                                                                                                                                                                                                        SETBACK

                                                                                                 24.00                     24.00                                                                                                                                                                                                                                                                                                                      24.00                     24.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                          90.0




                                                                                                                                                                                                                                                                                                                                                              BUILD TO LINE
                            34.0                 34.0




                                                                                                                                                                                                                                               SETBACK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SETBACK
                                                                                                                           SETBACK
                                      SETBACK




                                                                                                                                                                                                                                                FRONT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FRONT
                                                                                                                            FRONT
                                                                                                                                                                                                                                             34.0                                34.0
                                       FRONT




                                                                                                                                                                                                                                                 YARD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  YARD
                                                                                                                             YARD
                                        YARD




                                                                                                                                                                                                                                                               SETBACK
                                                                                                                                                                                                                                                 22.0'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  22.0'
                                                                                                                                                                                                                                                                                                                                                                 12' - 20'
                                                                                                                             22.0'
                                        22.0'




                                                                                                                                                                                                                                                                FRONT
                                                                                                                                                                                                                                                                 YARD
                                                                                                                                                                                                                                                                 22.0'
                            MIN.                 MIN.                              22.00         26.00                                                                                                                                       MIN.                                MIN.                                                                                                                    100.0 TYP.                     22.00         26.00


                                                                                                                                                                                                                            INTERIOR GROUND FLOOR PARKING

                                                                                                                                                                                                                               POSSIBLE ON-STREET PARKING
                                   PUBLIC ROAD                                                 PUBLIC ROAD                                                                                                                                                       PUBLIC ROAD
                                                                                                                                                                                                                                                        PUBLIC ROAD                                                                                                                                                               PUBLIC ROADPUBLIC ROAD
                                                                                                                                                                                                                                      (2) DRIVEWAY SPACES



             34’ X 150’ LOTS                                              26’/22’ X 205’ LOTS                                                                                               10-12 UNIT CONDO OR APT. “MANSION” LOTS                                                                                                                                                10-12 UNIT 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.




                                                                                                                                                             ALLEY PARKING IN LIEU OF
                                                                                                                                                              GROUND FLOOR PARKING                                         ALLEY                                                                                                                                                   0'     15'      30'              60'

                                                                                                                                                                                                                                  40 FT. TO 50 FT. PUBLIC R.O.W.                                                                                                                   SCALE: 1" = 30'

                                                                                                         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




                                                                                                                                                                                                                                           WALK
                                                                                                   BIOSWALE                                                                                                                                                                                                                           BIOSWALE




                                                                                                                                                                                                                                            7.0'
                                                                                                                                                                                                                           SETBACK
                                                                                                                                                                                                                                                                                     90.0       ASPHALT PAVING PER




                                                                                                                                                                                                                            YARD
                                                                                                                                                                                                                            REAR
                                                                                                   PLANTING AREA                                                                                                                                                                                                                      PLANTING AREA




                                                                                                                                                                                                                             1.0'
                                                                                                                                                                                                                                                                                                CITY SPECIFICATIONS

                                                                                                                                                                                                                          2% SLOPE                                 2% SLOPE                                                                                                                 50' @ 1.0%
                                                                                                                                                                              115.0 TYP.
                                                                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.




                                                                                                                                                                                                                                                                 94.0




                                                                                                                                                                                                                                                                                                         94.0
94.0




                                                                                                                                                                                                                                                                                                                                                 5'-9" MIN.
                                                                EASEMENT OUTSIDE R.O.W.                                                                           0.02'/ FT.                                                                                                                0.02'/ FT.                                                                                   EASEMENT OUTSIDE R.O.W.
                                                                AS NEEDED                      CLASS II GRANULAR                                                                                   5.0'                                                                                                                                                                                  AS NEEDED
                                                                                               MATERIAL
                                                                                                                                                                                                  SIDE                                                                                  COMPACTED
                                                                                                                                                                                                 YARD
                                                                                                                                                                                                SETBACK
                                                                                                                                                                                                                                                                                        22-A GRAVEL
                                                                                                           2.5' MIN.
                                                                                                                                                                                                                                                                          CLASS II BACKFILL AND SUBBASE
                                                                                                                                                             3FT SEDIMENT
                                                                                                                                                                                                 SANITARY




                                                                                                   6" MIN. PERFORATED                                                                                                                                             STORM SEWER (WHERE REQUIRED)
                                                                                                                                                                                                            SEWER




                                                                                                                                                             TREATMENT
                                                                                                   GEOTEXTILE WRAPPED                                                                                                                                                                90.0
                                                                                                                                                                      BUILD TO LINE




                                                                                                   UNDERDRAIN. (TYP.)                                        SUMP                                                                                                                              3FT SEDIMENT           2" MIN.              BURIED PRIVATE "DRY"
                                                                                                                                                                         12' - 20'




                                                                                                                                                                                                                                                                                               TREATMENT              UNDERCUT             UTILITIES (CABLE, GAS,
                                                                                     BURIED PRIVATE "DRY"                                      CATCH BASIN                                                            100.0 TYP.
                                                                                                                                                                                                                              MIN. WIDTH OF TRENCH TO BE                                       SUMP                   (TYP.)               ELECTRIC, PHONE)
                                                                                     UTILITIES (CABLE, GAS, TRENCH WIDTH= DIA. X 2                                                                                                    OUTSIDE DIA. OF PIPE PLUS 12"
                                                                                     ELECTRIC, PHONE)
                                                                                                                                                                                                                                                                                                                                         PROP.
                                                                                                                                                                                                                                                                                                                                         WATERMAIN

                                                                                                                                                                                                                                                      PUBLIC ROAD



                                                                PUBLIC ROAD CROSS SECTION
                                                                N.T.S.




                                                                                                                                                                                                                                                                                                                                                                                                             October 05, 2023




 WINDWARD POINTE                                                                                                                                                                           0'     15'               30'              60'
 DETAILS                                                                                                                                                                                   SCALE: 1" = 30'
 project number: 23201268
                                                October 5, 2023

Jon Rooks
Parkland Properties of Michigan
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:

Homesite dwelling unit

   1.   The homesite dwelling unit shall have a minimum living area (excluding all basement area) of
        one thousand (1000) square feet with a minimum six hundred (600) 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 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 three (3) 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 fifteen (15’) 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.

   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. There shall be a minimum storage space requirement of twenty (25) square feet within each
    dwelling unit (not including garage parking areas).

17. The subject dwelling unit shall be reasonably aesthetically compatible in design and appearance
    with other dwellings within two hundred (200) feet which shall be dictated in detail in the
    condominium by-laws. The foregoing shall not be construed to prohibit innovative design
    concepts involving such matter as (but not limited to) solar energy, view, unique land contour, or
    eclecticly combining traditional, cottage, contemporary or modern homes in the same
    development.

18. The compatibility of design and appearance shall be in accordance with the condominium by-
    laws.

19. 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.

20. The dwelling unit shall comply with all pertinent structural, building and fire codes.

21. All construction required herein shall be commenced only after a building permit has been
    obtained in accordance with the Building Code.

22. Each dwelling unit 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 six foot (6') evergreen trees shall be provided.

23. 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.

24. Front Yard Setback: Minimum fifteen (15’) feet from the front property line.

25. Rear Yard Setback (waterfront lots): Minimum fifteen (15’) feet from the rear property line.

26. Side Yard Setback: Minimum three (3) feet (however, only eaves, fireplaces, egress wells, and
    uncovered steps can be closer than five (5) feet); except on staggered lots, minimum zero (0’) foot
    set back providing the homes are at least five (5) feet apart front to back.

27. Eaves, fireplaces, uncovered steps, and egress wells may encroach into all yard setbacks. All other
    parts of the home must be five (5) feet from the property line; except on staggered lots, minimum
    zero (0’) foot set back providing the homes are at least five (5) feet apart front to back.
   28. Building Height: Maximum forty-five (45) feet to the peak of any gable, gambrel or hip roofs, or
       to the top of any flat roofs.

   29. Building height does not include chimneys, spires, cupolas, dormers, finials, antennae, railings,
       roof decks and access to the roof deck.

   30. Number of Stories: Maximum three (3) not including basement and any roof deck and access to
       it.

   31. All stories above grade may contain any combination of conditioned living space, outdoor space
       (covered or uncovered) and garage area.

   32. One six hundred (600) maximum square foot, uncovered roof deck allowed above three (3)
       stories. No limit on first three (3) stories.

   33. Garages are required with a maximum of three (3) stalls.

   34. One (1) stall maximum carport is allowed in addition to the garage attached or unattached to any
       building.

   35. Full or partial basements are allowed that are finished or unfinished.

   36. Front porches are allowed and may be up to three (3) stories tall and a minimum 20% of the front
       elevation area.

   37. Rear porches are allowed and may be up to three (3) stories tall and a minimum 20% of the rear
       elevation.

   38. One (1) wraparound or side porch is allowed and may be up to two (2) stories tall and up to 50%
       of the side elevation.

   39. Minimum eight (8) feet of separation between any buildings on the same lot.

   40. All architectural designs must comply with the Condominium Association’s bylaws, master
       deed, rules and regulations.

Mansion dwelling unit

   41. The ‘mansion’ (condo and apartment) dwelling unit shall have a minimum living area (excluding
       all parking area) of five hundred (500) square feet. There is no maximum square footage.

   42. 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.

   43. The roof shall have a snow load rating that meets the current Michigan Building Code.

   44. Roof drainage shall be provided to direct storm or meltwater away from the foundation
       including hip, gambrel and mansard roofs.

   45. Siding and trim systems shall be of an industry standard gauge suitable for on-site-built homes.
46. The dwelling unit shall have a minimum width of 14 feet across any front, side, and rear
    elevation view.

47. 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.

48. Garage doors may not compromise more than sixty-five percent (65%) of the front face of the
    structure.

49. Newly constructed homes must be set back fifteen (15’) from the front property line.

50. 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.

51. 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.

52. There will be no mobile home dwelling units permitted on any lot.

53. There will be no mobile home dwelling units, including their undercarriage and wheel
    apparatus, permitted on any lot.

54. 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.

55. There shall be a minimum storage space requirement of twenty five (25) square feet within each
    dwelling unit (not including garage parking areas).

56. The subject dwelling unit shall be reasonably aesthetically compatible in design and appearance
    with other dwellings within two hundred (200) feet which shall be dictated in detail in the
    condominium by-laws. The foregoing shall not be construed to prohibit innovative design
    concepts involving such matter as (but not limited to) solar energy, view, unique land contour, or
    eclecticly combining traditional, cottage, contemporary or modern homes in the same
    development.

57. The compatibility of design and appearance shall be in accordance with the condominium by-
    laws.

58. 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.

59. The dwelling unit shall comply with all pertinent structural, building and fire codes.

60. All construction required herein shall be commenced only after a building permit has been
    obtained in accordance with the Building Code.

61. Each dwelling unit 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.

   62. 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.

   63. Front Yard Setback: Minimum fifteen (15’) feet from the front property line and nine (9) feet from
       the property line.

   64. Rear Yard Setback (waterfront lots): Minimum zero (0’) feet from 584 elevation (flood plaine).

   65. Side Yard Setback: Minimum three (3) feet (however, only eaves, fireplaces, egress wells, and
       uncovered steps can be closer than five (5) feet).

   66. Eaves, fireplaces, uncovered steps, and egress wells may encroach into all yard setbacks. All
       other parts of the home must be five (5) feet from the property line.

   67. Building Height: Maximum seventy-five (75) feet to the peak of any gable, gambrel or hip roofs,
       or to the top of any flat roofs.

   68. Building height does not include chimneys, spires, cupolas, dormers, finials, antennae, railings,
       roof decks and access to the roof deck.

   69. Number of Stories: Maximum five (5) not including any roof deck and access to it.

   70. All stories above grade may contain any combination of conditioned living space, outdoor space
       (covered or uncovered) and garage area.

   71. One six hundred (600) maximum square foot, uncovered roof deck allowed above six (6) stories.

   72. Optional common garages with a maximum of twelve (12) interior parking spots.

   73. Front porches are allowed and may be up to five (5) stories tall and a minimum 20% of the front
       elevation area.

   74. Rear porches are allowed and may be up to three (3) stories tall and a minimum 20% of the rear
       elevation.

   75. One (1) wraparound or side porch is allowed and may be up to two (2) stories tall and up to 50%
       of the side elevation.

   76. Minimum eight (8) feet of separation between any buildings on the same lot.

   77. All architectural designs must comply with the Condominium Association’s bylaws, master
       deed, rules and regulations.

Multi-family dwelling unit

   78. The multi-family (condo and apartment) structure shall have a minimum living area of four
       hundred twenty five (425) square feet. There is no maximum square footage.

   79. 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.

80. The roof shall have a snow load rating that meets the current Michigan Building Code.

81. Roof drainage shall be provided to direct storm or meltwater away from the foundation
    including hip, gambrel and mansard roofs.

82. Siding and trim systems shall be of an industry standard gauge suitable for on-site-built homes.

83. The structure shall have a minimum width of 10 feet across any front, side, and rear elevation
    view.

84. 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.

85. Garage doors may not compromise more than ninety-five percent (95%) of the front face of the
    structure.

86. Newly constructed structures must be set back fifteen (15’) from the front property line.

87. The structure 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.

88. 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.

89. There will be no mobile home dwelling units permitted on any lot.

90. There will be no mobile home dwelling units, including their undercarriage and wheel
    apparatus, permitted on any lot.

91. 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.

92. The subject dwelling unit shall be reasonably aesthetically compatible in design and appearance
    with other dwellings within two (200) feet which shall be dictated in detail in the condominium
    by-laws. The foregoing shall not be construed to prohibit innovative design concepts involving
    such matter as (but not limited to) solar energy, view, unique land contour, or eclecticly
    combining traditional, cottage, contemporary or modern homes in the same development.

93. The compatibility of design and appearance shall be in accordance with the condominium by-
    laws.

94. The structure 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.

95. The structure shall comply with all pertinent structural, building and fire codes.
96. All construction required herein shall be commenced only after a building permit has been
    obtained in accordance with the Building Code.

97. Each structure 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.

98. 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.

99. Front Yard Setback: Minimum fifteen (15’) feet from the front property line and nine (9) feet from
    the property line.

100. Rear Yard Setback (waterfront lots): Minimum zero (0’) feet from 584 elevation (flood plaine).

101. Side Yard Setback: Minimum three (3) feet (however, only eaves, fireplaces, egress wells, and
     uncovered steps can be closer than five (5) feet).

102. Eaves, fireplaces, uncovered steps, and egress wells may encroach into all yard setbacks. All
     other parts of the home must be five (5) feet from the property line.

103. Building Height: Maximum ninety (90) feet to the peak of any gable, gambrel or hip roofs, or to
     the top of any flat roofs.

104. Building height does not include chimneys, spires, cupolas, dormers, finials, antennae, railings,
     roof decks and access to the roof deck.

105. Number of Stories: Maximum six (6) not including any roof deck and access to it.

106. All stories above grade may contain any combination of conditioned living space, outdoor space
     (covered or uncovered) and garage area.

107. One six hundred (600) maximum square foot, uncovered roof deck allowed above three (3)
     stories.

108. Garages are not required.

109. Carports are allowed in addition to surface lot, or garage parking with the first floor of the
     building.

110. Full or partial basements are allowed that are finished or unfinished.

111. Front porches are allowed and may be up to six (6) stories tall and a minimum 20% of the front
     elevation area.

112. Rear porches are allowed and may be up to six (6) stories tall and a minimum 20% of the rear
     elevation.

113. One (1) wraparound or side porch is allowed and may be up to six (6) stories tall and up to 50%
     of the side elevation.
114. Minimum eight (8) feet of separation between any buildings on the same lot.

115. All architectural designs must comply with the Condominium Association’s bylaws, master
     deed, rules and regulations.
Design inspiration deck
Public amenity summary

• 5.63 acres of waterfront property
• ~1,000 linear feet directly on Muskegon Lake
• ~1,900 linear feet of proposed Muskegon Lake
  boardwalk
• The above does not include publicly accessible
  roadways and sidewalks, retail corridors, or bike paths
Design inspiration deck   Retail corridor
Design inspiration deck   Retail corridor
Design inspiration deck   Retail corridor
Design inspiration deck   Retail corridor
Design inspiration deck   Retail corridor
           Retail corridor targeted uses for 20 to 40 business tenants
           (43,000 to 95,000 SF of available space based on demand):

           •   Restaurants/bars/distilleries/breweries/wineries/meaderies
           •   Fitness center/studio
           •   Day care
           •   Pet care
           •   Veterinarian
           •   Hair salon and spa
           •   Massage therapy
           •   Coffee shop
           •   Other amenity and experience driven businesses

Design inspiration deck                                      Retail corridor
Design inspiration deck   5,000 to 10,000 SF waterfront homes
Design inspiration deck   5,000 to 10,000 SF waterfront homes
Design inspiration deck   Townhomes / 2 to 3 beds / 2-stall garages
Design inspiration deck   Condo/apartment ‘mansions’
Design inspiration deck   Condo/apartment ‘mansions’
Design inspiration deck   Condo/apartment ‘mansions’
Design inspiration deck   Condo/apartment/senior housing/retail
Design inspiration deck   Condo/apartment/senior housing/retail
Design inspiration deck   Condo/apartment/senior housing/garage
Design inspiration deck   2,000 to 5,000 SF waterfront homes
Design inspiration deck   1,800 to 3,500 SF waterfront homes
Design inspiration deck   1,800 to 3,500 SF waterfront homes
Design inspiration deck   Landscape enhancements for high density
Design inspiration deck   Landscape enhancements for high density
Design inspiration deck   Landscape enhancements for high density
Design inspiration deck   Public kayak launch
Design inspiration deck   Public fishing piers
Design inspiration deck   Public beach
Design inspiration deck   Public nature boardwalk
Design inspiration deck   Pollinator garden
Design inspiration deck   Public playground
Design inspiration deck   Public mature wooded park
23201268-20231005-PREL1 10/06/2023 @ 2:34 pm




                                                                                                                                                                                    MUSKEGON LAKE




                                                                                                                                                                                                                                                                                                                                                           19                                                                                                                                                                                         2

                                                                                                                                                                                                                                                                                                                                                                                                                                        2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            16
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                                                                                                                                        IENT/V
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                                                                                             27                                                            DOCKIN
                                                                                                              PIER 1          TRANS                                 G
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                                                                                                                                              ISITOR                                                                                                                                                                                                                                                                                                                                                                                                                                                                             17
                                                                                                                                                           DOCKIN                                                                                                                                                                                                                    16
                                                                                                                                                                 G                                                                                                                         16                                                                                                                                                                                                                  M42         M43   M44
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        4
                                                                                                                              60’ SLIPS                                                                                                                                                                                                                                                                                                                                                   23

                                                                                                                                                                                                                              3                                                                                                                                                                                                   M20
                                                                                                                                                                                                                                                                          16                                                                                                                                          M19                         M21                               M40                                                                                                            M49
                                                                                                                               PIER 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          24
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      12
                                                                                                                                                                                                                                                                                                                                                       3
                                                                                                                              50’ SLIPS                                                                                                                                                                                                                                                                                                           M22                                                                                                                                              M50
                                                                                                                                                                                                                                                                                                                   3                                                                                                                                                                M39
                                                                                                                                                                                  13
                                                                                                                                                                                                                                             M2
                                                                                                                                                                                                                                                                                                                                                                                                                           M18
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                                                                                                                              PIER 3                                                                                         M1                                  3
                                                                                                                                                                                                                                                                                                                                                                                                                                                  M23                               M38
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   M51
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PH
                                                                                                                          45’ SLIPS                                                                                                           M3                                     16
                                                                                                                                                                                                                                                                                                                                                                                                                            M17
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           A21
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2
                                                                                                                                                                                                                                                   4                                                                                                                                                                                                                                                    A22                                               A20                                  M52
                                                                                                                                                                                                                                                                                                                                                                                                                                                  M24




                                                                                                                                                                                                                              17
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   M37 5                                                                                         A19




                                                                                                                                                                                                                                  R16-
                                                                                                                                                                                                                                                                                                                                                                                                                            M16                                                                                                                                                                                          2
                                                                                                                              PIER 4                                                                                                                                                                                                                                                                                                                                                                     7
                                                                                                                                                                                                                                                       M4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               M53




                                                                                                                                                                                                                            5
                                                                                                                                                                                                                                                                                                                                                                            E



                                                                                                                                                                                                                         0-1
                                                                                                                                                                                                                                                                                                                                                                                                                                                 M25




                                                                                                                                                                                                                                         1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   M36
                                                                                                                                                                                                                                                                                                                                                                          S




                                                                                                                                                                                                                                     8-2
                                                                                                                                                                                                                       R1
                                                                                                                         40’ SLIPS
                                                                                                                                                                                                                                                                                                                       M8
                                                                                                                                                                                                                                                                                                                                                                        A




                                                                                                                                                                                                                                    R1
                                                                                                                                                                              3
                                                                                                                                                                                                  R1-3   R4-6   R7-9
                                                                                                                                                                                                                                                            M5                                                                                   M9
                                                                                                                                                                                                                                                                                                                                                                    P H                                                M15




                                                                                                                                                                                                                              5
                                                                                                                                                                                                                             2-2
                                                                                                                              PIER 5                                                                                                                                 M6                   18         M7                                                                                                                                          M26                                                                                                                                           M54
                                                                                                                                                                                                                                                                                                                                                                         1                                                                                                         M35




                                                                                                                                                                                                                         R2
                                                                                                                                                                                               R34-35 R30-33 R2                                                                                                                                            M10                                                                                                                                                 A16
                                                                                                                                                                                                                6-29 8
                                                                                                                                                                                                                                                                                                                                                                                                                M14                                                                                                                                   A17                    A18
                                                                                                                       50’ SLIPS
                                                                                                                                                                                                                                                                                                                                                                     M11    4                                                                    M27                               M34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               A S E                                                           M55

                                                                                                                                                                                                                         E                                                                                                                                                       M12
                                                                                                                                                                                                                                                                                                                                                                                                          M13
                                                                                                                                                                                                                                                                                                                                                                                                                            12                                                                                             P H                                                                                                               15
                                                                                                                                             21
                                                                                                                                                                                                                   H A S                                                  MU4              MU3                                                                                                                                                                                                                                  3
                                                                                                                                                                                                                 P                                                                                                                       A7


                                                                                                                                                                                       11
                                                                                                                                                                                                                      310                                                                                                                                  7
                                                                                                                                                                                                                                                                                                                                                                    A6                                                                          M28                                                                                                                                                 M56

                                                                                     17                                                 25
                                                                                                                                                                         20
                                                                                                                                                                                                                                                                           9                   9
                                                                                                                                                                                                                                                                                                                                                                                                  A
                                                                                                                                                                                                                                                                                                                                                                                                    A5
                                                                                                                                                                                                                                                                                                                                                                                                    S E                                     5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            18 M33
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  A15                A14                              A13
                                                                                                                                                                                                                                                                                                                                                                                              P H                                               M29
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             A12                    4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         M57
                                                                                                                                                                                                                                                                          MU1              MU2
                                                                                                                                                                                                                                                                                                                                                                                                   3                                                                              M32

                                                                                                                                                                                                                                                                                                                            A1                    A2            6               A3                                                              M30                               M31
                                                                                                                                                                                                                                                                                                                                                                                                                      A4                                                                                                                                                                                       14
                                                                                                                                                                                                                                                                           18                                                                                                                                                                                                                    A8                         A9   7                              A10
                                                                                                                                                                                                                                                                     26          1                                                                                                                                                                                                                                                                                                           A11

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               18
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LAKESHORE DRIVE                                                                                                                      1




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RE
                                                                                                                                                                                                                                                                                                                                                                                          LAURUE STREET
                                                                                                                                                                                                                                                                                                                                 SHERIN STREET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     LEBOEUF STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                           LINCOLN STREET




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  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                                       9    MIXED-USE BUILDING (GROUND FLOOR RETAIL,                    19    POOL AND RESTROOM BUILDING                             SITE LOCATION:				                         2400 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.
                                                                                                            APARTMENTS ABOVE) [MU1-MU4]                                                                                                                                                                                                          1.	 ALLOWABLE USES: MULTIPLE FAMILY DWELLINGS (APARTMENTS OF                               1.	 ALLOWABLE USES: DETACHED SINGLE FAMILY DWELLING
                                                                                                                                                                                                                                     SITE AREA					=	122.94 AC.                                                                                      CONDOMINIUMS), SENIOR LIVING FACILITY, AND PERMITTED USES WITHIN THE                   2.	 MAXIMUM BUILDING HEIGHT = 3 STORIES PLUS BASEMENT                                          CONFLICTS WITH UTILITIES, STREET LIGHTS, DRIVEWAYS, ETC.)
                                                                                                                                                                                                                                                                                                                                                     B-2 DISTRICT AT GROUND FLOOR OF BUILDINGS A1-A4                                                                                                                                  3.	 WAYFINDING SIGNAGE WILL BE STRATEGICALLY PLACED THROUGHOUT THE DEVELOPMENT TO DIRECT PEDESTRIANS TO SITE
                                               2   SINGLE FAMILY STAGGERED LOT (26’-22’ X 205’         10   IN-OUT DRY BOAT STORAGE (155’ X 720’                        20    BOAT HOIST/WASH STATION AREA
                                                                                                                                                                                                                                     EXISTING ZONING				                             =	            I-2 (GENERAL INDUSTRIAL)                      2.	 MAXIMUM BUILDING HEIGHT = 6 STORIES OR 90 FT., WHICHEVER IS LESS
                                                                                                                                                                                                                                                                                                                                                                                                                                            3.	 SETBACKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FEATURES INCLUDING KAYAK LAUNCHES, NATURAL FEATURES, TRAILS, FISHING PLATFORMS, PARKS, CLUBHOUSES, BIKE PATHS,
                                                   TYP.) - MAY BE COMBINED TO CREATE LARGER                 BUILDING WITH APPROXIMATELY 350 STORAGE                                                                                                                                                                                                                                                                                                 FRONT YARD = 22 FT. MIN.
                                                                                                                                                                                                                                                                                                                                                 3.	 MINIMUM BUILDING TO BUILDING SEPARATION [FOUNDATION WALL TO                                    SIDE YARD = 5 FT. MIN.                                                                 RETAIL CORRIDOR(S), DOG PARKS, ETC.
                                                   WATERFRONT LOTS                                          SPACES)                                                                                                                                                                                                                                                                                                                                                                                                                   4.	 OUTDOOR ENTERTAINMENT AT THE RESTAURANT AND OTHER PUBLIC SPACES WILL BE ALLOWED BETWEEN THE HOURS OF 10 A.M.
                                                                                                                                                                                                                                     PROPOSED ZONING				                             =	            PUD (PLANNED UNIT DEVELOPMENT)                    FOUNDATION WALL] = 35 FT.                                                                      REAR YARD = 15 FT. MIN. FROM O.H.W.M.
                                                                                                                                                                        21    STAGING SLIPS FOR IN/OUT SERVICE AND GAS DOCK                                                                                                                      4.	 MINIMUM DISTANCE TO AJACENT ROADS (EXCLUDES PARKING DRIVE AISLES) =                                                                                                                   AND 11 P.M AND NOT PERMITTED BETWEEN 11PM AND 10AM.
                                                                                                       11   MARINA RESTROOMS                                                  / PUMP OUT DOCK                                        PROPOSED DWELLINGS			                                                                                           25 FT.                                                                                 STAGGERED LOTS [22’-26’ X 205’ TYP.]                                                      5.	 THERE WILL BE NO GATES OR FENCES WITHIN THE DEVELOPMENT EXCEPT FOR PIERS 1, 2, 3, AND 4; DOG PARKS; SPORT COURTS;
                                               3   SINGLE FAMILY ALIGNED LOT (34’ X 150’ TYP.) - MAY                                                                                                                                 	     26’/22’X205’ LOTS				=	108 DWELLINGS                                                                                                                                                             1.	 ALLOWABLE USES: DETACHED SINGLE FAMILY DWELLING                                            PLAYGROUNDS, POOLS; DUMPSTER ENCLOSURES; AND ABOVE GROUND UTILITY SCREENING.
                                                   BE COMBINED TO CREATE LARGER WATERFRONT                                                                                                                                           	34’X150’ LOTS 				=	112 DWELLINGS                                                                          ROWHOUSES [R1-R35]                                                                         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
                                                   LOTS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    MAINTAINING A HIGH LEVEL OF CARE AND LESSENING THE BURDEN ON PUBLICLY FUNDED CITY AGENCIES.
                                                                                                       12   CLUBHOUSES WITH POOLS AND SPORT                          22       FENCED DOG PARK AND POLLINATOR GARDEN AREA             	     10-12 UNIT “MANSION” LOT DWELLINGS	 =	 570-684 DWELLINGS (57 BLDGS)                                   1.	 ALLOWABLE USES: ATTACHED SINGLE FAMILY DWELLINGS                                       3.	 SETBACKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      7.	 FINAL DUMPSTER ENCLOSURE LOCATIONS SHALL BE REVIEWED AND APPROVED BY CITY OF MUSKEGON STAFF.
                                                                                                            COURTS                                                                                                                   	     APT/CONDO BUILDINGS			              =	 792-1,320 DWELLINGS (22 BLDGS)                                 2.	 MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS                               FRONT YARD = 22 FT. MIN.
                                                                                                                                                                                                                                     	     18’ X 40’ TOWNHOMES			              =	 35 UNITS (10 BLDGS)                                            3.	 MINIMUM BUILDING TO BUILDING SEPARATION [FOUNDATION WALL TO                                    SIDE YARD = 1 FT. MIN.                                                            8.	 SNOW SHALL BE STORED IN DESIGNATED AREAS, AS SPECIFIED BY CITY OF MUSKEGON MAINTENANCE PERSONNEL OR REMOVED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FROM THE SITE AS NEEDED.
                                               4   10-12 UNIT FRONT-LOADED CONDO OR APARTMENT                                                                        23       PLAYGROUND                                             	     MIXED-USE APARTMENTS			             =	 55 DWELLINGS (4 BLDGS)                                             FOUNDATION WALL] = 16 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
                                                                                                                                                                                                                                     	                                                                                                           4.	 MINIMUM DISTANCES TO ADJACENT ROAD OR SIDEWALK = 10 FT.
                                                   “MANSION” LOTS (100’ X 150’ TYP.)                   13   CLUBHOUSE WITH RESTAURANT,EVENT SPACE,
                                                                                                                                                                                                                                     PROPOSED DENSITY 				                     =	 18.8 D.U./AC.                                                                                                                                             CLUBHOUSE [SITE FEATURES 12 AND 13 ON THE PLAN]                                                DEVELOPMENT. FINAL LOCATIONS AND DESIGN OF BIKE PARKING FACILITIES TO BE COORDINATED WITH CITY OF MUSKEGON STAFF.
                                                                                                            POOL, AND PUBLIC RESTROOMS                                                                                                                                                                                                                                                                                                                                                                                                10.	 PROPOSED LIGHTING SHALL CONSIST OF WALL-MOUNTED LIGHTS AND LIGHT POLES BOTH FITTED WITH DOWN CAST TYPE
                                                                                                                                                                                                                                                                                                                                                 FRONT-LOADED MANSION LOTS [M1-M20 & M41-M57]                                               1.	 ALLOWABLE USES: COMMUNITY CENTER; EVENT CENTER RECREATION CENTER;
                                                                                                                                                                     24       WOODLAND PRESERVATION AREA AND ON-LEASH                RETAIL/OFFICE SPACE (MU1-MU4)			                =	            42,780 SQ.FT.                                 1.	 ALLOWABLE USES: MULTIPLE FAMILY DWELLING                                                   RESTAURANT, COCKTAIL LOUNGE, AND BREWPUB; AND MUSIC VENUE (INDOOR AND                      FIXTURES TO BE SPECIFIED BY LIGHTING CONSULTANT. LIGHTING SHALL BE COORIDNATED WITH CITY STAFF TO CLUSTER IN
                                               5   10-12 UNIT REAR-LOADED CONDO OR APARTMENT                                                                                  DOG PARK                                                (NOT INLCUDING FUTURE IMPROVEMENTS)                                                                        2.	 MAXIMUM BUILDING HEIGHT = 5 STORIES OR 80 FT., WHICHEVER IS LESS                           OUTDOOR)                                                                                   DESIRED HIGH TRAFFIC PUBLIC AREAS. ALL LIGHTING SHALL BE SHIELDED FROM ADJACENT PROPERTIES.
                                                   “MANSION” LOTS (100’ X 115’ TYP.)                   14   RETAIL BUILDING                                                                                                                                                                                                                      3.	 SETBACKS                                                                               2.	 MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS                      11.	 GROUND FLOOR LEVELS OF BUILDINGS A1-A4 ARE INTENDED TO BE REPURPOSED AS ADDITIONAL RETAIL OR OFFICE SPACE AS
                                                                                                                                                                                                                                     BOAT STORAGE					                               =	            111,600 SQ.FT. (350 SPACES)                           FRONT YARD = 22 FT. MIN. (15 FT. MIN. ON SECONDARY FRONT YARD OF                   3.	 MINIMUM DISTANCE TO OHWM = 15 FT.                                                          NEEDED PER MARKET CONDITIONS. THE CONVERSION OF GROUND FLOOR USES WILL BEGIN AT BUILDING A1 AND EXTEND TO THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EAST SEQUENTIALLY ENDING AT BUILDING A4.
                                                                                                                                                                     25       FUTURE RESTAURANT                                                                                                                                                              CORNER LOTS)                                                                   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
                                               6   4 TO 6-STORY APARTMENT OR CONDO BUILDING            15   PUBLIC NATURE VIEW BOARDWALK                                                                                             BOAT DOCKING SPACES					=	251                                                                                       SIDE YARD = 5 FT. MIN.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SPECIALISTS.
                                                   WITH GROUND FLOOR PARKING OR POSSIBLE                                                                                                                                             	118’ SLIP						=	1 SLIP                                                                                            REAR YARD = 15 FT. MIN.                                                            MIXED USE [MU1-MU4]
                                                   FUTURE GROUND FLOOR RETAIL [BUILDINGS A1-A4]                                                                                                                                      	103’ SLIP						=	1 SLIP                                                                                                                                                                               1.	 ALLOWABLE USES: GROUND FLOOR - PERMITTED USES IN THE B-2 DISTRICT,                    13.	 TOPOGRAPHICAL REQUIREMENT PER 2101.3.E, EXISTING TOPOGRAPHY IS DEPICTED WITH CONTOURS AT 1-FT INTERVALS ON THE
                                                                                                                                                                     26       TRAFFIC CALMING STREET TREATMENTS (E.G.
                                                                                                                                                                                                                                     	98’ SLIP						=	1 SLIP                                                                                     REAR-LOADED MANSION LOTS [M21-M40]                                                             UPPER LEVELS - MULTIPLE FAMILY DWELLINGS                                                   EXISTING CONDITIONS PLAN. FINAL TOPOGRAPHIC CHANGES SHALL BE IN COMPLIANCE WITH EGLE DUE CARE PLAN CRITERIA.
                                                                                                       16   PUBLIC PARKLET WITH WATERFRONT ACCESS                             ROUNDABOUT, SIGNALIZED BIKJE CROSSING) TO BE
                                                                                                                                                                                                                                     	93’ SLIPS					=	1 SLIP                                                                                     1.	 ALLOWABLE USES: MULTIPLE FAMILY DWELLING                                               2.	 MAXIMUM BUILDING HEIGHT = 3 STORIES OR 50 FT., WHICHEVER IS LESS                           AREAS OF FILL MUST BE COMPACTED TO DENSITY SPECIFIED BY GEOTECH CONSULTANT.
                                                                                                            AND FISHING DOCK                                                  COORDINATED WITH CITY OF MUSKEGON                                                                                                                                                                                                                                                                                                                       14.	 THE PROJECT WILL BE SERVED BY PUBLIC WATERMAIN, PUBLIC SANITARY SEWER, AND PUBLIC AND PRIVATE STORMWATER
                                                                                                                                                                                                                                     	60’ SLIPS					=	24 SLIPS                                                                                   2.	 MAXIMUM BUILDING HEIGHT = 5 STORIES OR 80 FT., WHICHEVER IS LESS                       3.	 MINIMUM DISTANCE TO OHWM = 15 FT.
                                               7   4 TO 6-STORY APARTMENT OR CONDO BUILDING
                                                                                                                                                                                                                                     	50’ SLIPS					=	77 SLIPS                                                                                   3.	 SETBACKS                                                                               4.	 MINIMUM DISTANCE FROM ADJACENT LOT LINES = 15 FT.                                          MANAGEMENT SYSTEMS. WATERMAIN, SANITARY SEWER, AND STORMWATER MANAGEMENT MEASURES SHALL MEET CITY, COUNTY,
                                                   WITH GROUND FLOOR PARKING [BUILDINGS A5-                                                                                                                                                                                                                                                                                                                                                                                                                                                AND STATE OF MICHIGAN REQUIREMENTS. “DRY UTILITIES,” WHICH INCLUDE ELECTRIC SERVICE, TELECOMMUNICATIONS, AND
                                                                                                                                                                                                                                     	45’ SLIPS					=	54 SLIPS                                                                                           FRONT YARD = 12 FT. TO 20 FT. MIN. BUILD-TO-LINE (15 FT. MIN. SETBACK
                                                   A22]                                                17   PUBLIC FISHING AND KAYAK LAUNCH                          27       8 FT. BREAK WALL/WAVE ATTENUATOR WITH                  	40’ SLIPS					=	56 SLIPS                                                                                               ON SECONDARY FRONT YARD OF CORNER LOTS)                                        BOAT STORAGE BUILDING                                                                          NATURAL GAS, WILL BE WILL BE INSTALLED UNDERGROUND AND WILL BE PROVIDED TO EACH SITE.
                                                                                                                                                                              PUBLIC WALKING PATH, FISHING PLATFORM AND              	      TRANSIENT/VISITOR/SHOPPER DOCKING SPACES	 =	 1400 LINEAR FEET	                                               SIDE YARD = 5 FT. MIN.                                                             1.	 ALLOWABLE USES: BOAT STORAGE AND SIMILAR OR ACCESSORY USE
                                                                                                                                                                              TRANSIENT/VISITOR/SHOPPER DOCKING ON NORTH                                                                                                                                 REAR YARD = 1 FT. MIN.                                                             2.	 MAXIMUM BUILDING HEIGHT = 50 FT.
                                               8   REAR LOAD ROWHOUSES (18’ X 40’ TYP.) [R1-R35]       18   MULTI-MODAL TRAIL CONNECTOR                                       AND SOUTH SIDES OF PIER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     October 06, 2023                                         North                 0’       75’      150’        300’ Scale: 1”=150’




                                               WINDWARD                    POINTE
                                               FINAL PUD PLAN - PHASING PLAN
                                               project number: 23201268
                                                    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                             32,366              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                              1,010              Sq. Ft.                        67              LF                      -
      P8                              7,482              Sq. Ft.                       123              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                             17,368              Sq. Ft.                         -                                      -
     P15                          Length is 4,093 LF                                     -                                      -
                                                                                                                                -
    Totals                           275,932            Sq. Ft.                        970           LF                      1,973    LF
                                                                                     (~ 12% of waterfront
                                                                                         land frontage)


                                                               Total Length of Waterfront Access                                2,943 LF

                                                                                                                            275,932 SqFt
                                                               Total Area of Waterfront Amenities
                                                                                                                               6.33 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.xlsx
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        APPLICANT INFORMATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SPIRE DEVELOPMENT, INC.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        330 W SPRING STREET, STE 430
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        COLUMBUS, OH 43215
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CONTACT: SEAN MCMICKLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        614-350-0391
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PARCELS/ ADDRESSES




                                                                                                                                                                                                                                                                                                                                                                                                                                                           4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        134 ALLEN AVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                            PR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        61-24-205-208-0010-00




                                                                                                                                                                                                                                                                                                                                                                                                                                                    2"


                                                                                                                                                                                                                                                                                                                                                                                                                                                              OP
                                                                                                                                                                                                                                                                                                                                                                                                                                                        PR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        148 ALLEN AVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                OS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING HYDRANT




                                                                                                                                                                                                                                                                                                                                                                                                                                                          OP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        61-24-205-208-0012-00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ED
                                                                                                                                                                                                                                                                                                                                                                                                                                                            OS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        158 ALLEN AVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            WA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            AMITY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                            ED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        61-24-205-208-0013-00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     IS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FIR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        168 ALLEN AVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          GN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        61-24-205-208-0014-00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          COMMONS/




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        AMITY AVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  O
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        174 ALLEN AVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    M
                                                                                                                                                                                                                                                                                                                                                                                                                                                             319' 2 1/2" PROPERTY WIDTH                                                                                                                                                                                                                                                                                 61-24-205-208-0014-10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SE
                                                                                                                            SPRING STREET BAPTIST CHURCH                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                186 ALLEN AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ALLEN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED 6" SANITARY                                                                                                                                                                                                          61-24-205-208-0015-00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        923 JAY STREET
                                                                                                                                                                                                                                                                                                                                                                                                                         HL                                                                          HL                                                    HL                                    HL                             HL                                                HL                                             HL                                     61-24-205-208-0001-10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        185 AMITY AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CROSSING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        61-24-205-208-0001-00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Muskegon, MI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        169 AMITY AVE
                                                                                                                                                                                                                                                                                                                                                                      PROPOSED HYDRANT                                                                                                                                                                                                                                                                                                                                                                                  61-24-205-208-0002-00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                © 2023 BY:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        159 AMITY AVE
                                                                                                                                                                                                                                                                                                                                                                                                    HL                                                                                                                                                                                                                                                                                                                                                                                                                                    BERARDI + PARTNERS, LLC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TS/BX TYP.                                                                                                                                                                                                                                                                                            61-24-205-208-0003-00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              8'-0" BUILDING SETBACK                                                                                                                                                                                                                                     ARCHITECTS AND ENGINEERS
                                                                                                                                                                                                                                                                                                                                                       IN                                                                                                                                                                                                                                                                                                                                                 20' BUILD                                                     139 MYRTLE AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ALL RIGHTS RESERVED
                                                                                                                                                                                                                                                                                                                                                     MA                                                                                                                                                                                                                                                                                                                                                   TO LINE                                                       61-24-205-208-0005-00
                                                                                                                                                                                                                                                                                                                                                 R
                                                                                                                                                                                                                                                                                                                                              TE
                                                                                                                                                                                                                                                                                                                                            WA                                                                                                                                                                                                                                                                                                                                                                                                                          GENERAL NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        THE ARRANGEMENTS DEPICTED HEREIN ARE THE
                                                                                                                                                                                                                                                                                                                                        G
                                                                                                                                                                                                                                                                                                                                     TIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SOLE PROPERTY OF BERARDI + PARTNERS, LLC
                                                                                                                                                                                                                                                                                                                                    S                                        HL                                                                                                                                                                                                                                                                                                                                                                                         • ALL EXISITING TREES ON SITE TO BE
                                                                                                                                                                                                                                                                                                                                   I                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ARCHITECTS AND ENGINEERS, AND MAY NOT BE
                                                                                                                                                                                                                                                                                                                                 EX                                                                                                                                                                                                                                                                                                                                                                                                                                       REMOVED                                                       REPRODUCED WITHOUT ITS WRITTEN PERMISSION




                                                                                                                                                                                                                                                                                                                                                                                                                         2 STORY ELEMENT
                                                                                                                                                                                                                                                                                                                          PROPOSED PROJECT SIGN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         NOTE:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          COMMON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        • NO PORTION OF PROPERTY IS LOCATED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SPACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1. ALL BIDDERS SHALL VISIT THE SITE AND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   59' - 9 1/4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          IN EITHER THE 100                                               BECOME FAMILIAR W/ THE EXISTING CONDITIONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          20' x 26'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           OR 500 YEAR FLOOD PLAIN                                        AND REQUIREMENTS OF THE PROJECT AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PLAY AREA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SHALL NOTIFY THE ARCHITECT OF ANY ERRORS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          AND OMISSIONS SUBSEQUENTLY DISCOVERED IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        AMITY COMMONS                                                                                                                                                                                                                                                   GENERAL ZONING INFORMATION:                                       THE CONTRACT DOCUMENTS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2. THE CONTRACT DOCUMENTS ARE COMPRISED
                                                                                                                                                                                                                                                                                                                                               PROPOSED                                                                                                                                               PROPOSED 3 STORY                                                                                                                                                                                                                                                  ZONING CLASSIFICATION: CD-5                                       OF THE DRAWINGS AND THE PROJECT MANUAL IN
                                                                                                                                                                                                                                                                                                                                               CATCH BASIN                                                                                                                                             26 UNIT BUILDING A                                                                                                                                                                                                                                                                                                                 THEIR ENTIRETY. THE INFORMATION IN THESE
                                                                                                                                                                                                        139' PROPERTY DEPTH

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PATIO OR                      MAX BUILDING HEIGHT: 75'-0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DOCUMENTS IS DEPENDENT UPON AND
                                                                                                                                                                                                                                                                                                                                                                               4                                                                                                                                                                                                                                                                                                                                                          GAZEBO                                                                                          COMPLEMENTARY OF EACH OTHER.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        BUILDING A SITE                                                   SEPARATION OF THE CONTRACT DOCUMENTS
                                                                                                                                                                                                                                                                                                                                                                                          "
                                                                                                                                                                                                                                                                                   E                                                                                                   '-0                                                                                                                                                                                                                                                                                                                                                                              50,037 SF SITE = 1.15 ACRES                                       SHALL NOT BE PERMITTED. IF THE CONTRACTOR
                                                                                                                                                                                                                                                                                 AV                                                                                                 1 8                                                                                                                                                                                                                                                                                                                                                                                                                                                   CHOOSES TO SEPARATE THE DOCUMENTS, THEY
                                                                                                          EXISTING SINGLE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               LOT COVERAGE=
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         177' - 8 1/2"
                                                                                                          FAMILY HOME                                                                                                                                    TLE                                                                                                           "
                                                                                                                                                                                                                                                                                                                                                                                                                                    CD                                                                                                                                   CD                         TS/BX TYP.                                                                                                                                                          9,038 SF/ 50,037SF= 18.1%                                         DO SO AT THEIR OWN RISK AND EXPENSE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3. ADDITIONALLY, SEE GENERAL INFORMATION ON
                                                                                                                                                                                                                                                        R                                                                                                           '-0                                                                                                                                                                                                                                                                                                                                                                                                 DENSITY:
                                                                                                                                                                                                                                                      MY                                                                                                          24                           AF                                                                                                                                                                                                                                                                                      AF                                                                                                                                                 “A0” SHEETS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        26 DU/ 1.15 ACRES= 22.6 DU/ACRE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              18' - 0"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  18' - 0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        4. THE CLIENT ACKNOWLEDGES THE CONSULTANTS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TYP.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             MIN.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         10
                                                                                                                                                                                                                                                                                                   IC                                                  "                                                                                                                                            7                                                                                                                                                                                                                                                                                                                                     (ARCHITECT) DRAWINGS AND SPECIFICATION,
                                                                                                                                                                                                                                                                                               C TR                  3' SIDE YARD                   '-0                                                       4                                                                                                                                                                                                                                                                                          AA                               PARCEL LINES                  BUILDING B SITE                                                   INCLUDING ALL DOCUMENTS ON ELECTRONIC
                                                                                                                                                                                                                                                                                              E                                                    8
                                                                                                                                                                LK                                                                                                                         EL                        SETBACK                     1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    9' - 0"                                                                                                                                                                                                                                                             50,037 SF SITE = 1.15 ACRES                                       MEDIA AS INSTRUMENTS OF THE CONSULTANTS
                                                                                                                                                       EW
                                                                                                                                                            A                                                                                                                         AD                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  (ARCHITECT) PROFESSIONAL SERVICE. THE
                                                                                                                                                                                                                                                                                    HE                                                                                                        AF                                                                                                                                                                                                                                                                                                                                                                        LOT COVERAGE:
                                                                                                                                                    SID                                                                                                                           ER                                                                   7                                                                                                                                            TYP.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             8'-0" MIN                                                                                                                                    6' VINYL FENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CLIENT SHALL NOT REUSE OR MAKE OR PERMIT
                                                                                                                                                G                                                                                                                              OV                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       7,561 SF/ 50,037 SF= 15.1%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            TRASH
                                                                                                                                             TIN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          TO BE MADE ANY MODIFICATION TO THE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED 4" WATER
                                                                                                                                                                                                                                                                                                                                                                                                                     40 PARKING SPACES
                                                                                                                                          XIS                                                                                                                    ING                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DENSITY:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        24' - 0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DRAWINGS AND SPECIFICATIONS WITHOUT THE
                                                                                                                                      E                                                                                                                       IST                                                                                                                                                    0.80 PARKING RATIO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED 2" FIRE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         28' - 0"
                                                                                                                                                                                                                                                             X                                                                                                                                                                                                                                                                                                                                      PROPOSED HYDRANT                                                                                                                                                    24 DU/1.15 ACRES= 20.9 DU/ACRE                                    PRIOR WRITTEN AUTHORIZATION OF THE
                                                                                                                                                                                                                                                            E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CONSULTANT (ARCHITECT). THE CLIENT AGREES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          TO WAIVE ANY CLAIM AGAINST THE CONSULTANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TOTAL SITE AREA
                                                                                                                                                                                                                                                                                                        EXISTING SINGLE                                                                                                                                                                                                                                                                                   AF                                                                                                                              3' SIDE YARD                                                                                    (ARCHITECT) ARISING FROM ANY UNAUTHORIZED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         59' - 9 1/4"                                                                                                                   50,037 SF SITE = 1.15 ACRES                                       TRANSFER, REUSE OR MODIFICATION OF THE
                                                                                                                                                                                                                                                                                                        FAMILY HOME                                                                                                                                                                                                                                                                                                                                                                                                                       SETBACK
                                                                                                                                                                                                 R                                                                                                                                                                                                                                                         TS/BX TYP.                                                                                                                                                                                                                                                                                                   50 DU/1.15 ACRES= 43.5 DU/ACRE                                    DRAWINGS AND SPECIFICATIONS.
                                                                                                                                                                                               WE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TOTAL LOT COVERAGE                                              5. ARCHITECT CANNOT WARRANT THE ACCURACY
                                                                                                                                                                                              SE                                                                                                                                                                                                                                           4                            4                                           AF
                                                                                                                                                                                          RY                                                                                                                                                                          AF                                                                                                                                                                                                                                                                                                                                                                                                BUILDINGS- 16,599 SF/50,037 SF=33.2%                              OF DATA CONTAINED HEREIN. ANY USE OR REUSE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         18' - 0"
                                                                                                                                                                                    IT  A                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 OF ORIGINAL OR ALTERED CADD DESIGN
                                                                                                                                                                                AN                                                                                              EXISTING SINGLE                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PAVEMENT-20,824 SF/ 50,037 SF= 42%
                                                                                                                                                                               S                                                                                                                                                                                                                     AF                                                                                                                                                                                      2                                                                                                                                                                                                                                            MATERIALS BY THE USER OR OTHER PARTIES
                                                                                                                                                                           ING                                                                                                  FAMILY HOME                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TOTAL COVERAGE= 75.2%                                             WITHOUT THE REVIEW AND WRITTEN APPROVAL
                                                                                                                                                                       XIST                        LK
                                                                                                                                                                     E
                                                                                                                                                                                              E WA                                                                                                                                   PROPOSED                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             OF THE ARCHITECT SHALL BE AT THE SOLE RISK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        MULTI-FAMILY BLDGS                                                OF THE USER. FURTHERMORE, USER AGREES TO
                                                                                                                                                                                           SID                                                                                                                                       LOT SPLIT
                                                                                                                                                                                     I NG                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               27,114 GSF BUILDING A                                             DEFEND, INDEMNIFY, AND HOLD ARCHITECT
                                                                                                                                                                                 IST




                                                                                                                                                                                                                                                                                                                                                                                                                                                             18' - 0"
                                                                                                                                                                                                                                                                                                                                                                                                                                           4                            4                                                                                                                                                                                                                                                                                               22,683 GSF BUILDING B                                             HARMLESS FROM ALL CLAIMS, INJURIES,
                                                                                                                                                                              EX                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DAMAGES, LOSSES, EXPENSES, AND ATTORNEY’S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             3                                                                                                                                                                          49,797 GSF TOTAL                                                  FEES ARISING OUT OF THE MODIFICATION OR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          REUSE OF THESE MATERIALS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3 STORY BUILDING A                                              6. THESE DRAWINGS AS PART OF THE CONTRACT
                                                                                                                                                                                                                                                                                                                EXISTING TREES                                                                                                                                                            TS/BX TYP.                                                                                                                                                                                                                                                                    (14) 1BR UNITS                                                    DOCUMENTS ARE DIAGRAMMATIC AND ARE NOT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (6) 2BR UNITS                                                     INTENDED TO DEFINE EXACT QUANTITIES,
                                                                                                                                                                                                                                                                                                                TO REMAIN                                                                                            38 PARKING SPACES                                                   6' VINYL FENCE                                                                                                                                                                                                                                                                                                                                   LOCATIONS OR CODIFIED REQUIREMENTS. THE




                                                                                                                                                                                                                                                                                                                                                                                                                                                             24' - 0"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED 3 STORY
                                                                                                                                                                                                                                                                                                                                                                                                                     0.84 PARKING RATIO                                                                                                                                                                                                                                                                                                                                   (6) 3BR UNITS                                                   DRAWINGS SHALL NOT BE SCALED. EXACT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         24 UNIT BUILDING B
                                                                                                                                                                                                                                                                                                                                                                           2                                                                                                                              TRASH                                                                                          CD                                                                                                                                                             (26) UNITS TOTAL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          AMITY COMMONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TS/BX TYP.                                                                                                                                                                                                                                                                            STATE AND LOCAL CODE REQUIREMENTS AND
                                                                                                                                                      EXISITING PAVEMENT TO BE REMOVED                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OTHER APPLICABLE CODE REQUIREMENTS
                                                                                       EXISTING MANHOLE                                               ON NEW SITE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       3 STORY BUILDING B                                                SHALL BE VERIFIED BY AND ARE THE SOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (6) 1BR UNITS                                                     RESPONSIBILITY OF THIS CONTRACTOR. ANY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CD                                                                                                                                                                                                                                                                                                                          INFORMATION WHICH DIRECTLY CONFLICTS WITH
                                                                                                                                                      EXISTING SEWER DRAIN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              (12) 2BR UNITS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ANY OF THESE CODES OR ANY DISCREPANCIES




                                                                                                                                                                                                                                                                                                                                                                                                                                                             18' - 0"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        149' - 0 1/4"
                                                                                                                                                                                                                                                                                                                                                                                                                                               8                                                                                                                                                                                                                                                                                                                        (6) 3BR UNITS                                                     FOUND IN THE CONTRACT DOCUMENTS SHALL BE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TBACK
                                                                                                                                                                                                        132' 10" PROPERTY DEPTH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (24) UNITS TOTAL                                                  BROUGHT TO THE ATTENTION OF THE PROJECT
                                                                                                                                                                                                                                                                                                               10' REAR YARD                                                         CANOPY                                                                                                                                                                                                                                                                                                                                                                                                                                               ARCHITECT.
                                                                                                                                                                                                                                                                                                                                                     PATIO
                                                                                                                                      EXISITNG HYDRANT                                                                                                                                                         SETBACK                                                                                                                                                                                                                                                                                                                                                                                                                                                  MULTI-FAMILY TOTAL UNITS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 G SE
                                                                                                                                                                                                                                                                                                                                                             227' - 1 3/4"                                                                                                                                                                                                                                                                                                                                                                                              (20) 1BR UNITS
D:\ahollinger\OneDrive - Berardi + Partners\Documents\23-23123_Central_jminniear.rvt




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SCHEMATIC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    8'-0" BUILDIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (18) 2BR UNITS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (12) 3BR UNITS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (50) UNITS TOTAL
                                                                                                                                                                                                                                                                                                                                                              COMMON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DESIGN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                               SPACE
                                                                                                                                              EX




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SENIOR BLDG
                                                                                                                                                IST




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        34,965 SF SITE= .80 ACRES                                       PROJECT DATE:               07.11.2023
                                                                                                                                                   ING




                                                                                                                                                                                                                                                      8'-0" BUILDING SETBACK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LOT COVERAGE=                                                   PROJECT #:                      23123
                                                                                                                                                      SID




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   7                                                                                                                                                                                                                                                    BUILDING-13,056 SF/34,965 SF= 37%
                                                                                                                                                                                                                                  62' - 6 1/4"
                                                                                                                                                         EW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PAVEMENT-14,613 SF/34,965 SF= 42%
                                                                                                                                                           AL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TOTAL COVERAGE=79%
                                                                                                                             SP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         #           Description            Date
                                                                                                                                                                K




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   18' - 0"                               24' - 0"                   18' - 0"
                                                                                                                               R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PARKING
                                                                                                                                IN




                                                                                                                                                                                                                                                                                                                                                ALLEN CROSSING                                                                                                                                                                                                                                                                                                                                                                                                          MULTI-FAMILY SITE
                                                                                                                                  G




                                                                                                                                                                                                                                                                                                                                            PROPOSED SENIOR 3-STORY                                                                                                                                                                                                                                                                                                                                                                                                     40 PARKING SPACES
                                                                                                                                   ST




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        40 SPACES/ 50 UNITS= .80 SPACES/ UNIT
                                                                                                                                                                                                                                                                                                                                                45 UNIT BUILDING                                                                                                                                                                                                                                                                                                                                                                                                        29 EXTERIOR BICYCLE RACKS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SENIOR BUILDING SITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        AA                                                                                                                                                                                                                                                              38 PARKING SPACES
                                                                                                                                                                                                                                                                                                                                                                   3'-6" PROPERTY SETBACK                                                                                                                                                                                                                                                                                                                                               EXISITNG HYDRANT                38 SPACES/ 45 UNITS= .84 SPACES/UNIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     AA
                                                                                                                                                                                                                                                                                                                    EXISTING SIDEWALK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TOTALS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        4 ACCESSIBLE SPACES
                                                                                                                                                                                                                                                 HL                                    HL                           HL                         HL                              HL                        HL         HL                             HL                                                              HL                                                                        HL                  20' BUILD               HL                                             HL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           JAY STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        6 EV CHARGING SPACES

                                                                                                                                                                                                                       EXISTING HYDRANT                                                EXISITNG UTILITY POLE         EXISTING DRIVES TO                      227' - 1 3/4"           4" PROPOSED WATER                                                  2" PROPOSED FIRE                                                                          PROPOSED PROJECT SIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 TO LINE                                                                                                                                                68 RESIDENTIAL SPACES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        78 PARKING SPACES TOTAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SCHEMATIC
                                                                                                                                                                                                                                                                                                                     BE REMOVED TYP.

                                                                                                                                                                                                                                                                                                                                                     ALLEN AVE                                                                                                                                                EXISTING WATER MAIN                                                                                                                                                                                                                                       NOTE: ALL PARKING AND LOADING AREAS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TO BE PAVED AND STRIPED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SITE PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED 6" SANITARY                                                                                            EXISITNG SANITARY SEWER                                                                     PROPOSED 6" SANITARY
                                                                                                                                                                                                                                                                                                                                                             EXISTING MANHOLE
                                                                                                                                                                                                                                                                                                                                                                           306' 4" PROPERTY WIDTH




                                                                                                                                                                                                                                                                                                                                                                               EXISTING SIDEWALK                                                                                                                                                                                                                                                                                                                                                                                                                                                SD-
                                                                                                                                                                                                                                                                                                                                                                                                     LANDSCAPE SCHEDULE

                                                                                                                                                                                                                                                                                                                                                                                                     KEY      BOTANICAL NAME                              COMMON NAME                                                                        SIZE& CON.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SITE LEGEND

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        STORM SEWER                                                                                     EXTERNAL HVAC & SCREENING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                100
                                                                                       schematic site plan                                                                                                                                                 3/64" = 1'-0"                                                                                                                             AF       ACER RUBRUM                                 AUTMN FLAME MAPLE                                                                  2 1/2" CAL.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SANITARY SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                     AA                                                   ARMSTRONG MAPLE                                                                                                                                                                                                                                                               PROPOSED CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                                                                     HL       GLEDITSIA TI SKYLINE                        SKYLINE HONEY LOCUST                                                               2 1/2" CAL,                                                                                20' LIGHT POLE W/
                                                                                                                                                                                                                                                                                                                                                                                                     TO       THUJA OCCIDENTALIS                          TECHNY ARBORVITAE                                                                  4' HT                                                                                      CUT OFF LAMP
                                                                                                                                                                                                                                                                                                                                                                                                     TS       TAXUSXMEDIA 'EVERLOW'                       EVERLOW YEW                                                                        18" HGT.                                                                                   EXISTING UTILITY POLE
                                                                                                                                                                                                                                                                                                                                                                                                     BX       BUXUS 'GREEN MOUNTAIN'                      GREEN MOUNTAIN BOXWOOD                                                             4' HGT.                                                                                                                                                                                    LEVEL 3 ELECTRIC VEHICLE
                                                                                                                                                                                                                                                                                                                                                                                                     CD       COTONEASTER DAMMERI                         CORAL BEAUTY COTONEASTER                                                           3 GAL                                                                                                                                                                                      CHARGING STATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING MANHOLE


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       9/28/2023 9:19:53 AM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              APPLICANT INFORMATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SPIRE DEVELOPMENT, INC.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              330 W SPRING STREET, STE 430
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              COLUMBUS, OH 43215
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CONTACT: SEAN MCMICKLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              614-350-0391
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  AMITY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              GENERAL NOTES:                                                    COMMONS/
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              • ALL EXISITING TREES ON SITE TO BE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                REMOVED                                                           ALLEN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              • NO PORTION OF PROPERTY IS LOCATED

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   AMITY AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                IN EITHER THE 100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 OR 500 YEAR FLOOD PLAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CROSSING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Muskegon, MI
                                                                                                                            SPRING STREET BAPTIST CHURCH                                                                                                                                                                                                                                                                                                                                                                                                                                      GENERAL ZONING INFORMATION:

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ZONING CLASSIFICATION: CD-5                                             © 2023 BY:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MAX BUILDING HEIGHT: 75'-0"                                       BERARDI + PARTNERS, LLC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ARCHITECTS AND ENGINEERS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SENIOR BLDG                                                        ALL RIGHTS RESERVED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              34,965 SF SITE= .80 ACRES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LOT COVERAGE=                                                   THE ARRANGEMENTS DEPICTED HEREIN ARE THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SOLE PROPERTY OF BERARDI + PARTNERS, LLC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BUILDING-13,056 SF/34,965 SF= 37%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ARCHITECTS AND ENGINEERS, AND MAY NOT BE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PAVEMENT-14,613 SF/34,965 SF= 42%                               REPRODUCED WITHOUT ITS WRITTEN PERMISSION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TOTAL COVERAGE=79%
                                                                                                                                                                                                                                                                                                                                                                    IN
                                                                                                                                                                                                                                                                                                                                                                  MA                                                                                                                                                                                                                                                                                          NOTE:
                                                                                                                                                                                                                                                                                                                                                              R
                                                                                                                                                                                                                                                                                                                                                           TE                                                                                                                                                                                                                                                                                                 1. ALL BIDDERS SHALL VISIT THE SITE AND
                                                                                                                                                                                                                                                                                                                                                         WA                                                                                                                                                                                                                                   PARKING                                                           BECOME FAMILIAR W/ THE EXISTING CONDITIONS
                                                                                                                                                                                                                                                                                                                                                     G
                                                                                                                                                                                                                                                                                                                                                  TIN                                                                                                                                                                                                                                         SENIOR BUILDING SITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                AND REQUIREMENTS OF THE PROJECT AND
                                                                                                                                                                                                                                                                                                                                           E   XIS                                                                                                                                                                                                                                                                                                              SHALL NOTIFY THE ARCHITECT OF ANY ERRORS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              38 PARKING SPACES                                                 AND OMISSIONS SUBSEQUENTLY DISCOVERED IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              38 SPACES/ 45 UNITS= .84 SPACES/UNIT                              THE CONTRACT DOCUMENTS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2. THE CONTRACT DOCUMENTS ARE COMPRISED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TOTALS                                                            OF THE DRAWINGS AND THE PROJECT MANUAL IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                THEIR ENTIRETY. THE INFORMATION IN THESE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2 ACCESSIBLE SPACES                                               DOCUMENTS IS DEPENDENT UPON AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              3 EV CHARGING STATIONS                                            COMPLEMENTARY OF EACH OTHER.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              33 RESIDENTIAL SPACES                                             SEPARATION OF THE CONTRACT DOCUMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              38 PARKING SPACES TOTAL                                           SHALL NOT BE PERMITTED. IF THE CONTRACTOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CHOOSES TO SEPARATE THE DOCUMENTS, THEY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DO SO AT THEIR OWN RISK AND EXPENSE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              NOTE: ALL PARKING AND LOADING AREAS                             3. ADDITIONALLY, SEE GENERAL INFORMATION ON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TO BE PAVED AND STRIPED                                           “A0” SHEETS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              4. THE CLIENT ACKNOWLEDGES THE CONSULTANTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                (ARCHITECT) DRAWINGS AND SPECIFICATION,
                                                                                                                                                                                                                                                                                      E                                                                                                                                                                                                                                                                                                                                                                         INCLUDING ALL DOCUMENTS ON ELECTRONIC
                                                                                                          EXISTING SINGLE                                                                                                                                                           AV                                                                                                                                                                                                                                                                                                         SITE LEGEND                                                      MEDIA AS INSTRUMENTS OF THE CONSULTANTS

                                                                                                          FAMILY HOME                                                                                                                                          TLE                                                                                                                                                                                                                                                                                                                                            STORM SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                (ARCHITECT) PROFESSIONAL SERVICE. THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CLIENT SHALL NOT REUSE OR MAKE OR PERMIT

                                                                                                                                                                                                                                                         M   YR                                                                                                                                                                                                                                                                                                                                               SANITARY SEWER                                    TO BE MADE ANY MODIFICATION TO THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DRAWINGS AND SPECIFICATIONS WITHOUT THE
                                                                                                                                                                                                                                                                                                              IC                                                                                                                                                                                                                                                                                              WATER MAIN                                        PRIOR WRITTEN AUTHORIZATION OF THE
                                                                                                                                                                                                                                                                                                          C TR                                                                                                                                                                                                                                                                                                                                                  CONSULTANT (ARCHITECT). THE CLIENT AGREES
                                                                                                                                                                                                                                                                                                        E                                                                                                                                                                                                                                                                                                     20' LIGHT POLE W/
                                                                                                                                                            L   K                                                                                                                                  EL                                                                                                                                                                                                                                                                                                                                                           TO WAIVE ANY CLAIM AGAINST THE CONSULTANT
                                                                                                                                                         WA                                                                                                                                   AD                                                                                                                                                                                                                                                                                                              CUT OFF LAMP                                      (ARCHITECT) ARISING FROM ANY UNAUTHORIZED
                                                                                                                                                     E                                                                                                                                     HE
                                                                                                                                                  SID                                                                                                                                   E R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EXISTING UTILITY POLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TRANSFER, REUSE OR MODIFICATION OF THE
                                                                                                                                            ING                                                                                                                                    OV                                                                                                                                                                                                                                                                                                                                                                           DRAWINGS AND SPECIFICATIONS.
                                                                                                                                        XIST                                                                                                                                TIN
                                                                                                                                                                                                                                                                               G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              5. ARCHITECT CANNOT WARRANT THE ACCURACY
                                                                                                                                      E
                                                                                                                                                                                                                                                               E         XIS                                                                                                                                                                                                                                                                                                                                  EXISTING MANHOLE                                  OF DATA CONTAINED HEREIN. ANY USE OR REUSE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                OF ORIGINAL OR ALTERED CADD DESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                MATERIALS BY THE USER OR OTHER PARTIES
                                                                                                                                                                                                                                                                                                                   EXISTING SINGLE                                                                                                                                                                                                                                                                            EXTERNAL HVAC & SCREENING                         WITHOUT THE REVIEW AND WRITTEN APPROVAL
                                                                                                                                                                                                                                                                                                                   FAMILY HOME                                                                                                                                                                                                                                                                                                                                  OF THE ARCHITECT SHALL BE AT THE SOLE RISK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                OF THE USER. FURTHERMORE, USER AGREES TO
                                                                                                                                                                                                  ER
                                                                                                                                                                                             EW                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DEFEND, INDEMNIFY, AND HOLD ARCHITECT
                                                                                                                                                                                          RYS                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED CATCH BASIN                              HARMLESS FROM ALL CLAIMS, INJURIES,
                                                                                                                                                                                   IT   A                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DAMAGES, LOSSES, EXPENSES, AND ATTORNEY’S
                                                                                                                                                                                 AN                                                                                                 EXISTING SINGLE
                                                                                                                                                                              G S                                                                                                   FAMILY HOME                                                                                                                                                                                                                                                                                                                                                                 FEES ARISING OUT OF THE MODIFICATION OR
                                                                                                                                                                           TIN                         K                                                                                                                                                                                                                                                                                                                                                                                                                                                        REUSE OF THESE MATERIALS.
                                                                                                                                                                    E   XIS                       AL                                                                                                                                             PROPOSED                                                                                                                                                                                                                                                     LEVEL 3 ELECTRIC VEHICLE                        6. THESE DRAWINGS AS PART OF THE CONTRACT
                                                                                                                                                                                             EW
                                                                                                                                                                                          SID                                                                                                                                                    LOT SPLIT                                                                                                                                                                                                                                                    CHARGING STATION                                  DOCUMENTS ARE DIAGRAMMATIC AND ARE NOT
                                                                                                                                                                                      G                                                                                                                                                                                                                                                                                                                                                                                                                                                                         INTENDED TO DEFINE EXACT QUANTITIES,
                                                                                                                                                                                   TIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                   18' - 0"
                                                                                                                                                                                I S                                                                                                                                                                                                                                         4                                 4                                                                                                                                                                                                 LOCATIONS OR CODIFIED REQUIREMENTS. THE
                                                                                                                                                                              EX                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DRAWINGS SHALL NOT BE SCALED. EXACT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               3                                                                                                                                                STATE AND LOCAL CODE REQUIREMENTS AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                OTHER APPLICABLE CODE REQUIREMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SHALL BE VERIFIED BY AND ARE THE SOLE
                                                                                                                                                                                                                                                                                                                          EXISTING TREES                                                                                                                          TS/BX TYP.                                                                                                                                                                                    RESPONSIBILITY OF THIS CONTRACTOR. ANY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                INFORMATION WHICH DIRECTLY CONFLICTS WITH
                                                                                                                                                                                                                                                                                                                          TO REMAIN                                                                                 38 PARKING SPACES                             6' VINYL FENCE                                                                                                                                                                                ANY OF THESE CODES OR ANY DISCREPANCIES




                                                                                                                                                                                                                                                                                                                                                                                                                                                   24' - 0"
                                                                                                                                                                                                                                                                                                                                                                                                                    0.84 PARKING RATIO                                                                                                                                                                                                                          FOUND IN THE CONTRACT DOCUMENTS SHALL BE
                                                                                                                                                                                                                                                                                                                                                                                      2                                                                                   TRASH                TS/BX TYP.               CD                                                                                                                                      BROUGHT TO THE ATTENTION OF THE PROJECT
                                                                                                                                                    EXISITING PAVEMENT TO BE REMOVED                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ARCHITECT.
                                                                                       EXISTING MANHOLE                                             ON NEW SITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CD
D:\ahollinger\OneDrive - Berardi + Partners\Documents\23-23123_Central_jminniear.rvt




                                                                                                                                                    EXISTING SEWER DRAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SCHEMATIC




                                                                                                                                                                                                                                                                                                                                                                                                                                                   18' - 0"
                                                                                                                                                                                                                                                                                                                                                                                                                                   8
                                                                                                                                                                                                           132' 10" PROPERTY DEPTH




                                                                                                                                                                                                                                                                                                                                                                                                CANOPY
                                                                                                                                                                                                                                                                                                                         10' REAR YARD                            PATIO                                                                                                                                                                                                                                                                                         DESIGN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      NOT FOR CONSTRUCTION
                                                                                                                                       EXISITNG HYDRANT                                                                                                                                                                  SETBACK
                                                                                                                                                                                                                                                                                                                                                                          227' - 1 3/4"                                                                                                                                                                                                                                                                       PROJECT DATE:               07.11.2023
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROJECT #:                      23123
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              10
                                                                                                                                                                                                                                                                                                                                                                           COMMON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               #           Description            Date
                                                                                                                                            EX




                                                                                                                                                                                                                                                                                                                                                                            SPACE
                                                                                                                                              IST
                                                                                                                                                 ING




                                                                                                                                                                                                                                                         8'-0" BUILDING SETBACK
                                                                                                                                                    SID




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  7
                                                                                                                                                                                                                                     62' - 6 1/4"
                                                                                                                                                       EW
                                                                                                                                                         AL
                                                                                                                             SP




                                                                                                                                                            K




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  18' - 0"      24' - 0"     18' - 0"
                                                                                                                               R
                                                                                                                                IN




                                                                                                                                                                                                                                                                                                                                                             ALLEN CROSSING
                                                                                                                                  G




                                                                                                                                                                                                                                                                                                                                                         PROPOSED SENIOR 3-STORY
                                                                                                                                   ST




                                                                                                                                                                                                                                                                                                                                                             45 UNIT BUILDING



                                                                                                                                                                                                                                                                                                                                                                                3'-6" PROPERTY SETBACK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        AA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AA                               EXISITNG HYDRANT                                                                                SCHEMATIC
                                                                                                                                                                                                                                                                                                                               EXISTING SIDEWALK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SITE PLAN
                                                                                                                                                                                                                                                    HL                                        HL                               HL                           HL                            HL                  HL   HL                    HL                                       HL                           HL                 HL          HL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 JAY STREET
                                                                                                                                                                                                                          EXISTING HYDRANT                                                    EXISITNG UTILITY POLE             EXISTING DRIVES TO                        227' - 1 3/4"        4" PROPOSED WATER                              2" PROPOSED FIRE                               PROPOSED PROJECT SIGN
                                                                                                                                                                                                                                                                                                                                BE REMOVED TYP.

                                                                                                                                                                                                                                                                                                                                                                  ALLEN AVE                                                                                                  EXISTING WATER MAIN


                                                                                                                                                                                                                                                                                                                                                                          EXISTING MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                        306' 4" PROPERTY WIDTH
                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED 6" SANITARY                                EXISITNG SANITARY SEWER              PROPOSED 6" SANITARY                                                                                                           SD-
                                                                                                                                                                                                                                                                                                                                                                                          EXISTING SIDEWALK                                                                                                                                                                                                                                                           101
                                                                                       allen crossing schematic site plan                                                                                                                                3/64" = 1'-0"

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             9/28/2023 9:19:54 AM
                                                                                                                                                                                                                                                                           AMITY
                                                                                                                                                                                                                                                                         COMMONS/
                                                                                                                                                                                                                                                                           ALLEN
                                                                                                                                                                                                                                                                         CROSSING
                                                                                                                                                                                                                                                                                   Muskegon, MI

                                                                                                                                                                                                                                                                               © 2023 BY:
                                                                                                                                                                                                                                                                         BERARDI + PARTNERS, LLC
                                                                                                                                                                                                                                                                        ARCHITECTS AND ENGINEERS
                                                                                                                                                                                                                                                                          ALL RIGHTS RESERVED

                                                                                                                                                                                                                                                                       THE ARRANGEMENTS DEPICTED HEREIN ARE THE
                                                                                                                                                                                                                                                                       SOLE PROPERTY OF BERARDI + PARTNERS, LLC
                                                                                                                                                                                                                                                                       ARCHITECTS AND ENGINEERS, AND MAY NOT BE
                                                                                                                                                                                                                                                                       REPRODUCED WITHOUT ITS WRITTEN PERMISSION

                                                                                                                                                                                                                                                                       NOTE:
                                                                                                                                                                                                                                                                       1. ALL BIDDERS SHALL VISIT THE SITE AND
                                                                                                                                                                                                                                                                         BECOME FAMILIAR W/ THE EXISTING CONDITIONS
                                                                                                                                                                                                                                                                         AND REQUIREMENTS OF THE PROJECT AND
                                                                                                                                                                                                                                                                         SHALL NOTIFY THE ARCHITECT OF ANY ERRORS
                                                                                                                                                                                                                                                                         AND OMISSIONS SUBSEQUENTLY DISCOVERED IN
                                                                                                                                          BOARD AND BATTEN SIDING                                                                                                        THE CONTRACT DOCUMENTS.
                                                                                                                                                                                       BUILDING HEIGHT TO PEAK                                                         2. THE CONTRACT DOCUMENTS ARE COMPRISED
                                                                                                                                                                                                       147' - 0"                                                         OF THE DRAWINGS AND THE PROJECT MANUAL IN
                                                                                                                                                                                                                                                                         THEIR ENTIRETY. THE INFORMATION IN THESE
                                                                                                                                                                                                                                                                         DOCUMENTS IS DEPENDENT UPON AND
                                                                                       ASPHALT SHINGLE ROOF                                                                                                                                                              COMPLEMENTARY OF EACH OTHER.
                                                                                                                                                                                                                                                                         SEPARATION OF THE CONTRACT DOCUMENTS
                                                                                                                                                                                                                                                                         SHALL NOT BE PERMITTED. IF THE CONTRACTOR
                                                                                       DECORATIVE STONE QUOIN
                                                                                                                                                                                                                                                                         CHOOSES TO SEPARATE THE DOCUMENTS, THEY
                                                                                                                                                                                                                                                                         DO SO AT THEIR OWN RISK AND EXPENSE.
                                                                                       VINYL LAP SIDING                                                                                                                                                                3. ADDITIONALLY, SEE GENERAL INFORMATION ON
                                                                                                                                                                                                                                                                         “A0” SHEETS.
                                                                                                                                                                                                                                                                       4. THE CLIENT ACKNOWLEDGES THE CONSULTANTS
                                                                                                                                                                                                                                                                         (ARCHITECT) DRAWINGS AND SPECIFICATION,
                                                                                                                                                                                                                                                                         INCLUDING ALL DOCUMENTS ON ELECTRONIC
                                                                                                                                                                                                                                                                         MEDIA AS INSTRUMENTS OF THE CONSULTANTS
                                                                                                                                                                                                                                                                         (ARCHITECT) PROFESSIONAL SERVICE. THE
                                                                                                                                                                                                                                                                         CLIENT SHALL NOT REUSE OR MAKE OR PERMIT
                                                                                                                                                                                                                     C ROOF BEARING                                      TO BE MADE ANY MODIFICATION TO THE
                                                                                                                                                                                                                         128' - 0 7/8"                                   DRAWINGS AND SPECIFICATIONS WITHOUT THE
                                                                                                                                                                                                                                                                         PRIOR WRITTEN AUTHORIZATION OF THE
                                                                                                                                                                                                                                                                         CONSULTANT (ARCHITECT). THE CLIENT AGREES
                                                                                                                                                                                                                                                                         TO WAIVE ANY CLAIM AGAINST THE CONSULTANT
                                                                                                                                                                                                                                                                         (ARCHITECT) ARISING FROM ANY UNAUTHORIZED
                                                                                                                                                                                                                                                                         TRANSFER, REUSE OR MODIFICATION OF THE
                                                                                                                                                                                                                                                                         DRAWINGS AND SPECIFICATIONS.
                                                                                                                                                                                                                              C 3RD FLOOR                              5. ARCHITECT CANNOT WARRANT THE ACCURACY
                                                                                                                                                                                                                              119' - 11 3/4"                             OF DATA CONTAINED HEREIN. ANY USE OR REUSE
                                                                                                                                                                                                                                                                         OF ORIGINAL OR ALTERED CADD DESIGN
                                                                                                                                                                                                                                                                         MATERIALS BY THE USER OR OTHER PARTIES
                                                                                                                                                                                                                                                                         WITHOUT THE REVIEW AND WRITTEN APPROVAL
                                                                                                                                                                                                                                                                         OF THE ARCHITECT SHALL BE AT THE SOLE RISK
                                                                                                                                                                                                                                                                         OF THE USER. FURTHERMORE, USER AGREES TO
                                                                                                                                                                                                                              C 2ND FLOOR                                DEFEND, INDEMNIFY, AND HOLD ARCHITECT
                                                                                                                                                                                                                              109' - 11 7/8"                             HARMLESS FROM ALL CLAIMS, INJURIES,
                                                                                                                                                                                                                                                                         DAMAGES, LOSSES, EXPENSES, AND ATTORNEY’S
                                                                                                                                                                                                                                                                         FEES ARISING OUT OF THE MODIFICATION OR
                                                                                                                                                                                             1ST FLOOR CEILING HEIGHT                                                    REUSE OF THESE MATERIALS.




                                                                                                                                                                                                            TYP. ALL FLOORS
                                                                                                                                                                                                                                                                       6. THESE DRAWINGS AS PART OF THE CONTRACT
                                                                                                                                                                                                             108' - 0"
                                                                                                                                                                                                                                                                         DOCUMENTS ARE DIAGRAMMATIC AND ARE NOT
                                                                                                                                                                                                                                                                         INTENDED TO DEFINE EXACT QUANTITIES,




                                                                                                                                                                                                  8' - 0"
                                                                                                                                                                                                                                                                         LOCATIONS OR CODIFIED REQUIREMENTS. THE
                                                                                                                                                                                                                                                                         DRAWINGS SHALL NOT BE SCALED. EXACT
                                                                                                                                                                                                                                                                         STATE AND LOCAL CODE REQUIREMENTS AND
                                                                                                                                                                                                                              C 1ST FLOOR                                OTHER APPLICABLE CODE REQUIREMENTS
                                                                                                                                                                                                                                  100' - 0"                              SHALL BE VERIFIED BY AND ARE THE SOLE
                                                                                                                                                                    VINYL LAP SIDING                                                                                     RESPONSIBILITY OF THIS CONTRACTOR. ANY
                                                                                       BRICK                                                                                                                                                                             INFORMATION WHICH DIRECTLY CONFLICTS WITH
                                                                                                                                                                                                                                                                         ANY OF THESE CODES OR ANY DISCREPANCIES
                                                                                       VINYL WINDOWS                                                                                                                                                                     FOUND IN THE CONTRACT DOCUMENTS SHALL BE
                                                                                                                                                                                                                                                                         BROUGHT TO THE ATTENTION OF THE PROJECT
                                                                                                                                                                                                                                                                         ARCHITECT.

                                                                                       allen crossing building elevation   1/8" = 1'-0"
D:\ahollinger\OneDrive - Berardi + Partners\Documents\23-23123_Central_jminniear.rvt




                                                                                                                                                                                                                                                                       SCHEMATIC
                                                                                                                                                                                                                                                                         DESIGN




                                                                                                                                                                                                                                               NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                       PROJECT DATE:               07.11.2023
                                                                                                                                                                                                                                                                       PROJECT #:                      23123

                                                                                                                                                                                                                                                                        #           Description            Date




                                                                                                                                                                                                                                                                      ELEVATIONS




                                                                                                                                                                                                                                                                               SD-
                                                                                                                                                                                                                                                                               104

                                                                                                                                                                                                                                                                      9/21/2023 8:47:34 AM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        APPLICANT INFORMATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SPIRE DEVELOPMENT, INC.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        330 W SPRING STREET, STE 430
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        COLUMBUS, OH 43215
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CONTACT: SEAN MCMICKLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        614-350-0391
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PARCELS/ ADDRESSES




                                                                                                                                                                                                                                                                                                                                                                                                                                                           4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        134 ALLEN AVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                            PR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        61-24-205-208-0010-00




                                                                                                                                                                                                                                                                                                                                                                                                                                                    2"


                                                                                                                                                                                                                                                                                                                                                                                                                                                              OP
                                                                                                                                                                                                                                                                                                                                                                                                                                                        PR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        148 ALLEN AVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                OS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING HYDRANT




                                                                                                                                                                                                                                                                                                                                                                                                                                                          OP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        61-24-205-208-0012-00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ED
                                                                                                                                                                                                                                                                                                                                                                                                                                                            OS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        158 ALLEN AVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            WA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            AMITY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                            ED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        61-24-205-208-0013-00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     IS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FIR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        168 ALLEN AVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          GN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        61-24-205-208-0014-00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          COMMONS/




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        AMITY AVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  O
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        174 ALLEN AVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    M
                                                                                                                                                                                                                                                                                                                                                                                                                                                             319' 2 1/2" PROPERTY WIDTH                                                                                                                                                                                                                                                                                 61-24-205-208-0014-10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SE
                                                                                                                            SPRING STREET BAPTIST CHURCH                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                186 ALLEN AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ALLEN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED 6" SANITARY                                                                                                                                                                                                          61-24-205-208-0015-00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        923 JAY STREET
                                                                                                                                                                                                                                                                                                                                                                                                                         HL                                                                          HL                                                    HL                                    HL                             HL                                                HL                                             HL                                     61-24-205-208-0001-10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        185 AMITY AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CROSSING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        61-24-205-208-0001-00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Muskegon, MI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        169 AMITY AVE
                                                                                                                                                                                                                                                                                                                                                                      PROPOSED HYDRANT                                                                                                                                                                                                                                                                                                                                                                                  61-24-205-208-0002-00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                © 2023 BY:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        159 AMITY AVE
                                                                                                                                                                                                                                                                                                                                                                                                    HL                                                                                                                                                                                                                                                                                                                                                                                                                                    BERARDI + PARTNERS, LLC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TS/BX TYP.                                                                                                                                                                                                                                                                                            61-24-205-208-0003-00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              8'-0" BUILDING SETBACK                                                                                                                                                                                                                                     ARCHITECTS AND ENGINEERS
                                                                                                                                                                                                                                                                                                                                                       IN                                                                                                                                                                                                                                                                                                                                                 20' BUILD                                                     139 MYRTLE AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ALL RIGHTS RESERVED
                                                                                                                                                                                                                                                                                                                                                     MA                                                                                                                                                                                                                                                                                                                                                   TO LINE                                                       61-24-205-208-0005-00
                                                                                                                                                                                                                                                                                                                                                 R
                                                                                                                                                                                                                                                                                                                                              TE
                                                                                                                                                                                                                                                                                                                                            WA                                                                                                                                                                                                                                                                                                                                                                                                                          GENERAL NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        THE ARRANGEMENTS DEPICTED HEREIN ARE THE
                                                                                                                                                                                                                                                                                                                                        G
                                                                                                                                                                                                                                                                                                                                     TIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SOLE PROPERTY OF BERARDI + PARTNERS, LLC
                                                                                                                                                                                                                                                                                                                                    S                                        HL                                                                                                                                                                                                                                                                                                                                                                                         • ALL EXISITING TREES ON SITE TO BE
                                                                                                                                                                                                                                                                                                                                   I                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ARCHITECTS AND ENGINEERS, AND MAY NOT BE
                                                                                                                                                                                                                                                                                                                                 EX                                                                                                                                                                                                                                                                                                                                                                                                                                       REMOVED                                                       REPRODUCED WITHOUT ITS WRITTEN PERMISSION




                                                                                                                                                                                                                                                                                                                                                                                                                         2 STORY ELEMENT
                                                                                                                                                                                                                                                                                                                          PROPOSED PROJECT SIGN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         NOTE:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          COMMON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        • NO PORTION OF PROPERTY IS LOCATED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SPACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1. ALL BIDDERS SHALL VISIT THE SITE AND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   59' - 9 1/4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          IN EITHER THE 100                                               BECOME FAMILIAR W/ THE EXISTING CONDITIONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          20' x 26'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           OR 500 YEAR FLOOD PLAIN                                        AND REQUIREMENTS OF THE PROJECT AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PLAY AREA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SHALL NOTIFY THE ARCHITECT OF ANY ERRORS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          AND OMISSIONS SUBSEQUENTLY DISCOVERED IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        AMITY COMMONS                                                                                                                                                                                                                                                   GENERAL ZONING INFORMATION:                                       THE CONTRACT DOCUMENTS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2. THE CONTRACT DOCUMENTS ARE COMPRISED
                                                                                                                                                                                                                                                                                                                                               PROPOSED                                                                                                                                               PROPOSED 3 STORY                                                                                                                                                                                                                                                  ZONING CLASSIFICATION: CD-5                                       OF THE DRAWINGS AND THE PROJECT MANUAL IN
                                                                                                                                                                                                                                                                                                                                               CATCH BASIN                                                                                                                                             26 UNIT BUILDING A                                                                                                                                                                                                                                                                                                                 THEIR ENTIRETY. THE INFORMATION IN THESE
                                                                                                                                                                                                        139' PROPERTY DEPTH

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PATIO OR                      MAX BUILDING HEIGHT: 75'-0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DOCUMENTS IS DEPENDENT UPON AND
                                                                                                                                                                                                                                                                                                                                                                               4                                                                                                                                                                                                                                                                                                                                                          GAZEBO                                                                                          COMPLEMENTARY OF EACH OTHER.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        BUILDING A SITE                                                   SEPARATION OF THE CONTRACT DOCUMENTS
                                                                                                                                                                                                                                                                                                                                                                                          "
                                                                                                                                                                                                                                                                                   E                                                                                                   '-0                                                                                                                                                                                                                                                                                                                                                                              50,037 SF SITE = 1.15 ACRES                                       SHALL NOT BE PERMITTED. IF THE CONTRACTOR
                                                                                                                                                                                                                                                                                 AV                                                                                                 1 8                                                                                                                                                                                                                                                                                                                                                                                                                                                   CHOOSES TO SEPARATE THE DOCUMENTS, THEY
                                                                                                          EXISTING SINGLE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               LOT COVERAGE=
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         177' - 8 1/2"
                                                                                                          FAMILY HOME                                                                                                                                    TLE                                                                                                           "
                                                                                                                                                                                                                                                                                                                                                                                                                                    CD                                                                                                                                   CD                         TS/BX TYP.                                                                                                                                                          9,038 SF/ 50,037SF= 18.1%                                         DO SO AT THEIR OWN RISK AND EXPENSE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3. ADDITIONALLY, SEE GENERAL INFORMATION ON
                                                                                                                                                                                                                                                        R                                                                                                           '-0                                                                                                                                                                                                                                                                                                                                                                                                 DENSITY:
                                                                                                                                                                                                                                                      MY                                                                                                          24                           AF                                                                                                                                                                                                                                                                                      AF                                                                                                                                                 “A0” SHEETS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        26 DU/ 1.15 ACRES= 22.6 DU/ACRE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              18' - 0"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  18' - 0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        4. THE CLIENT ACKNOWLEDGES THE CONSULTANTS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TYP.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             MIN.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         10
                                                                                                                                                                                                                                                                                                   IC                                                  "                                                                                                                                            7                                                                                                                                                                                                                                                                                                                                     (ARCHITECT) DRAWINGS AND SPECIFICATION,
                                                                                                                                                                                                                                                                                               C TR                  3' SIDE YARD                   '-0                                                       4                                                                                                                                                                                                                                                                                          AA                               PARCEL LINES                  BUILDING B SITE                                                   INCLUDING ALL DOCUMENTS ON ELECTRONIC
                                                                                                                                                                                                                                                                                              E                                                    8
                                                                                                                                                                LK                                                                                                                         EL                        SETBACK                     1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    9' - 0"                                                                                                                                                                                                                                                             50,037 SF SITE = 1.15 ACRES                                       MEDIA AS INSTRUMENTS OF THE CONSULTANTS
                                                                                                                                                       EW
                                                                                                                                                            A                                                                                                                         AD                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  (ARCHITECT) PROFESSIONAL SERVICE. THE
                                                                                                                                                                                                                                                                                    HE                                                                                                        AF                                                                                                                                                                                                                                                                                                                                                                        LOT COVERAGE:
                                                                                                                                                    SID                                                                                                                           ER                                                                   7                                                                                                                                            TYP.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             8'-0" MIN                                                                                                                                    6' VINYL FENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CLIENT SHALL NOT REUSE OR MAKE OR PERMIT
                                                                                                                                                G                                                                                                                              OV                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       7,561 SF/ 50,037 SF= 15.1%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            TRASH
                                                                                                                                             TIN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          TO BE MADE ANY MODIFICATION TO THE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED 4" WATER
                                                                                                                                                                                                                                                                                                                                                                                                                     40 PARKING SPACES
                                                                                                                                          XIS                                                                                                                    ING                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DENSITY:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        24' - 0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DRAWINGS AND SPECIFICATIONS WITHOUT THE
                                                                                                                                      E                                                                                                                       IST                                                                                                                                                    0.80 PARKING RATIO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED 2" FIRE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         28' - 0"
                                                                                                                                                                                                                                                             X                                                                                                                                                                                                                                                                                                                                      PROPOSED HYDRANT                                                                                                                                                    24 DU/1.15 ACRES= 20.9 DU/ACRE                                    PRIOR WRITTEN AUTHORIZATION OF THE
                                                                                                                                                                                                                                                            E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CONSULTANT (ARCHITECT). THE CLIENT AGREES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          TO WAIVE ANY CLAIM AGAINST THE CONSULTANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TOTAL SITE AREA
                                                                                                                                                                                                                                                                                                        EXISTING SINGLE                                                                                                                                                                                                                                                                                   AF                                                                                                                              3' SIDE YARD                                                                                    (ARCHITECT) ARISING FROM ANY UNAUTHORIZED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         59' - 9 1/4"                                                                                                                   50,037 SF SITE = 1.15 ACRES                                       TRANSFER, REUSE OR MODIFICATION OF THE
                                                                                                                                                                                                                                                                                                        FAMILY HOME                                                                                                                                                                                                                                                                                                                                                                                                                       SETBACK
                                                                                                                                                                                                 R                                                                                                                                                                                                                                                         TS/BX TYP.                                                                                                                                                                                                                                                                                                   50 DU/1.15 ACRES= 43.5 DU/ACRE                                    DRAWINGS AND SPECIFICATIONS.
                                                                                                                                                                                               WE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TOTAL LOT COVERAGE                                              5. ARCHITECT CANNOT WARRANT THE ACCURACY
                                                                                                                                                                                              SE                                                                                                                                                                                                                                           4                            4                                           AF
                                                                                                                                                                                          RY                                                                                                                                                                          AF                                                                                                                                                                                                                                                                                                                                                                                                BUILDINGS- 16,599 SF/50,037 SF=33.2%                              OF DATA CONTAINED HEREIN. ANY USE OR REUSE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         18' - 0"
                                                                                                                                                                                    IT  A                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 OF ORIGINAL OR ALTERED CADD DESIGN
                                                                                                                                                                                AN                                                                                              EXISTING SINGLE                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PAVEMENT-20,824 SF/ 50,037 SF= 42%
                                                                                                                                                                               S                                                                                                                                                                                                                     AF                                                                                                                                                                                      2                                                                                                                                                                                                                                            MATERIALS BY THE USER OR OTHER PARTIES
                                                                                                                                                                           ING                                                                                                  FAMILY HOME                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TOTAL COVERAGE= 75.2%                                             WITHOUT THE REVIEW AND WRITTEN APPROVAL
                                                                                                                                                                       XIST                        LK
                                                                                                                                                                     E
                                                                                                                                                                                              E WA                                                                                                                                   PROPOSED                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             OF THE ARCHITECT SHALL BE AT THE SOLE RISK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        MULTI-FAMILY BLDGS                                                OF THE USER. FURTHERMORE, USER AGREES TO
                                                                                                                                                                                           SID                                                                                                                                       LOT SPLIT
                                                                                                                                                                                     I NG                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               27,114 GSF BUILDING A                                             DEFEND, INDEMNIFY, AND HOLD ARCHITECT
                                                                                                                                                                                 IST




                                                                                                                                                                                                                                                                                                                                                                                                                                                             18' - 0"
                                                                                                                                                                                                                                                                                                                                                                                                                                           4                            4                                                                                                                                                                                                                                                                                               22,683 GSF BUILDING B                                             HARMLESS FROM ALL CLAIMS, INJURIES,
                                                                                                                                                                              EX                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DAMAGES, LOSSES, EXPENSES, AND ATTORNEY’S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             3                                                                                                                                                                          49,797 GSF TOTAL                                                  FEES ARISING OUT OF THE MODIFICATION OR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          REUSE OF THESE MATERIALS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3 STORY BUILDING A                                              6. THESE DRAWINGS AS PART OF THE CONTRACT
                                                                                                                                                                                                                                                                                                                EXISTING TREES                                                                                                                                                            TS/BX TYP.                                                                                                                                                                                                                                                                    (14) 1BR UNITS                                                    DOCUMENTS ARE DIAGRAMMATIC AND ARE NOT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (6) 2BR UNITS                                                     INTENDED TO DEFINE EXACT QUANTITIES,
                                                                                                                                                                                                                                                                                                                TO REMAIN                                                                                            38 PARKING SPACES                                                   6' VINYL FENCE                                                                                                                                                                                                                                                                                                                                   LOCATIONS OR CODIFIED REQUIREMENTS. THE




                                                                                                                                                                                                                                                                                                                                                                                                                                                             24' - 0"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED 3 STORY
                                                                                                                                                                                                                                                                                                                                                                                                                     0.84 PARKING RATIO                                                                                                                                                                                                                                                                                                                                   (6) 3BR UNITS                                                   DRAWINGS SHALL NOT BE SCALED. EXACT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         24 UNIT BUILDING B
                                                                                                                                                                                                                                                                                                                                                                           2                                                                                                                              TRASH                                                                                          CD                                                                                                                                                             (26) UNITS TOTAL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          AMITY COMMONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TS/BX TYP.                                                                                                                                                                                                                                                                            STATE AND LOCAL CODE REQUIREMENTS AND
                                                                                                                                                      EXISITING PAVEMENT TO BE REMOVED                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OTHER APPLICABLE CODE REQUIREMENTS
                                                                                       EXISTING MANHOLE                                               ON NEW SITE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       3 STORY BUILDING B                                                SHALL BE VERIFIED BY AND ARE THE SOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (6) 1BR UNITS                                                     RESPONSIBILITY OF THIS CONTRACTOR. ANY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CD                                                                                                                                                                                                                                                                                                                          INFORMATION WHICH DIRECTLY CONFLICTS WITH
                                                                                                                                                      EXISTING SEWER DRAIN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              (12) 2BR UNITS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ANY OF THESE CODES OR ANY DISCREPANCIES




                                                                                                                                                                                                                                                                                                                                                                                                                                                             18' - 0"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        149' - 0 1/4"
                                                                                                                                                                                                                                                                                                                                                                                                                                               8                                                                                                                                                                                                                                                                                                                        (6) 3BR UNITS                                                     FOUND IN THE CONTRACT DOCUMENTS SHALL BE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TBACK
                                                                                                                                                                                                        132' 10" PROPERTY DEPTH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (24) UNITS TOTAL                                                  BROUGHT TO THE ATTENTION OF THE PROJECT
                                                                                                                                                                                                                                                                                                               10' REAR YARD                                                         CANOPY                                                                                                                                                                                                                                                                                                                                                                                                                                               ARCHITECT.
                                                                                                                                                                                                                                                                                                                                                     PATIO
                                                                                                                                      EXISITNG HYDRANT                                                                                                                                                         SETBACK                                                                                                                                                                                                                                                                                                                                                                                                                                                  MULTI-FAMILY TOTAL UNITS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 G SE
                                                                                                                                                                                                                                                                                                                                                             227' - 1 3/4"                                                                                                                                                                                                                                                                                                                                                                                              (20) 1BR UNITS
D:\ahollinger\OneDrive - Berardi + Partners\Documents\23-23123_Central_jminniear.rvt




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SCHEMATIC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    8'-0" BUILDIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (18) 2BR UNITS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (12) 3BR UNITS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (50) UNITS TOTAL
                                                                                                                                                                                                                                                                                                                                                              COMMON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DESIGN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                               SPACE
                                                                                                                                              EX




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SENIOR BLDG
                                                                                                                                                IST




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        34,965 SF SITE= .80 ACRES                                       PROJECT DATE:               07.11.2023
                                                                                                                                                   ING




                                                                                                                                                                                                                                                      8'-0" BUILDING SETBACK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LOT COVERAGE=                                                   PROJECT #:                      23123
                                                                                                                                                      SID




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   7                                                                                                                                                                                                                                                    BUILDING-13,056 SF/34,965 SF= 37%
                                                                                                                                                                                                                                  62' - 6 1/4"
                                                                                                                                                         EW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PAVEMENT-14,613 SF/34,965 SF= 42%
                                                                                                                                                           AL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TOTAL COVERAGE=79%
                                                                                                                             SP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         #           Description            Date
                                                                                                                                                                K




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   18' - 0"                               24' - 0"                   18' - 0"
                                                                                                                               R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PARKING
                                                                                                                                IN




                                                                                                                                                                                                                                                                                                                                                ALLEN CROSSING                                                                                                                                                                                                                                                                                                                                                                                                          MULTI-FAMILY SITE
                                                                                                                                  G




                                                                                                                                                                                                                                                                                                                                            PROPOSED SENIOR 3-STORY                                                                                                                                                                                                                                                                                                                                                                                                     40 PARKING SPACES
                                                                                                                                   ST




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        40 SPACES/ 50 UNITS= .80 SPACES/ UNIT
                                                                                                                                                                                                                                                                                                                                                45 UNIT BUILDING                                                                                                                                                                                                                                                                                                                                                                                                        29 EXTERIOR BICYCLE RACKS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SENIOR BUILDING SITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        AA                                                                                                                                                                                                                                                              38 PARKING SPACES
                                                                                                                                                                                                                                                                                                                                                                   3'-6" PROPERTY SETBACK                                                                                                                                                                                                                                                                                                                                               EXISITNG HYDRANT                38 SPACES/ 45 UNITS= .84 SPACES/UNIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     AA
                                                                                                                                                                                                                                                                                                                    EXISTING SIDEWALK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TOTALS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        4 ACCESSIBLE SPACES
                                                                                                                                                                                                                                                 HL                                    HL                           HL                         HL                              HL                        HL         HL                             HL                                                              HL                                                                        HL                  20' BUILD               HL                                             HL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           JAY STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        6 EV CHARGING SPACES

                                                                                                                                                                                                                       EXISTING HYDRANT                                                EXISITNG UTILITY POLE         EXISTING DRIVES TO                      227' - 1 3/4"           4" PROPOSED WATER                                                  2" PROPOSED FIRE                                                                          PROPOSED PROJECT SIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 TO LINE                                                                                                                                                68 RESIDENTIAL SPACES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        78 PARKING SPACES TOTAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SCHEMATIC
                                                                                                                                                                                                                                                                                                                     BE REMOVED TYP.

                                                                                                                                                                                                                                                                                                                                                     ALLEN AVE                                                                                                                                                EXISTING WATER MAIN                                                                                                                                                                                                                                       NOTE: ALL PARKING AND LOADING AREAS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TO BE PAVED AND STRIPED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SITE PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED 6" SANITARY                                                                                            EXISITNG SANITARY SEWER                                                                     PROPOSED 6" SANITARY
                                                                                                                                                                                                                                                                                                                                                             EXISTING MANHOLE
                                                                                                                                                                                                                                                                                                                                                                           306' 4" PROPERTY WIDTH




                                                                                                                                                                                                                                                                                                                                                                               EXISTING SIDEWALK                                                                                                                                                                                                                                                                                                                                                                                                                                                SD-
                                                                                                                                                                                                                                                                                                                                                                                                     LANDSCAPE SCHEDULE

                                                                                                                                                                                                                                                                                                                                                                                                     KEY      BOTANICAL NAME                              COMMON NAME                                                                        SIZE& CON.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SITE LEGEND

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        STORM SEWER                                                                                     EXTERNAL HVAC & SCREENING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                100
                                                                                       schematic site plan                                                                                                                                                 3/64" = 1'-0"                                                                                                                             AF       ACER RUBRUM                                 AUTMN FLAME MAPLE                                                                  2 1/2" CAL.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SANITARY SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                     AA                                                   ARMSTRONG MAPLE                                                                                                                                                                                                                                                               PROPOSED CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                                                                     HL       GLEDITSIA TI SKYLINE                        SKYLINE HONEY LOCUST                                                               2 1/2" CAL,                                                                                20' LIGHT POLE W/
                                                                                                                                                                                                                                                                                                                                                                                                     TO       THUJA OCCIDENTALIS                          TECHNY ARBORVITAE                                                                  4' HT                                                                                      CUT OFF LAMP
                                                                                                                                                                                                                                                                                                                                                                                                     TS       TAXUSXMEDIA 'EVERLOW'                       EVERLOW YEW                                                                        18" HGT.                                                                                   EXISTING UTILITY POLE
                                                                                                                                                                                                                                                                                                                                                                                                     BX       BUXUS 'GREEN MOUNTAIN'                      GREEN MOUNTAIN BOXWOOD                                                             4' HGT.                                                                                                                                                                                    LEVEL 3 ELECTRIC VEHICLE
                                                                                                                                                                                                                                                                                                                                                                                                     CD       COTONEASTER DAMMERI                         CORAL BEAUTY COTONEASTER                                                           3 GAL                                                                                                                                                                                      CHARGING STATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING MANHOLE


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       9/28/2023 9:19:53 AM
                                                                                                                                                                                                                                                                                                                                                                                                                                  4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               APPLICANT INFORMATION




                                                                                                                                                                                                                                                                                                                                                                                                                                  PR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SPIRE DEVELOPMENT, INC.




                                                                                                                                                                                                                                                                                                                                                                                                                             2"


                                                                                                                                                                                                                                                                                                                                                                                                                                     OP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               330 W SPRING STREET, STE 430




                                                                                                                                                                                                                                                                                                                                                                                                                             PR


                                                                                                                                                                                                                                                                                                                                                                                                                                       OS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING HYDRANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               COLUMBUS, OH 43215




                                                                                                                                                                                                                                                                                                                                                                                                                                OP


                                                                                                                                                                                                                                                                                                                                                                                                                                          ED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CONTACT: SEAN MCMICKLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          AMITY




                                                                                                                                                                                                                                                                                                                                                                                                                                  OS


                                                                                                                                                                                                                                                                                                                                                                                                                                               WA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EX
                                                                                                                                                                                                                                                                                                                                                                                                                                  ED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               614-350-0391




                                                                                                                                                                                                                                                                                                                                                                                                                                                 TE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            IS
                                                                                                                                                                                                                                                                                                                                                                                                                                       FIR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PARCELS/ ADDRESSES




                                                                                                                                                                                                                                                                                                                                                                                                                                                   R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        COMMONS/




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 GN
                                                                                                                                                                                                                                                                                                                                                                                                                                           E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         AMITY AVE                                                                                                                                                                                             134 ALLEN AVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         O
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               61-24-205-208-0010-00
                                                                                                                                                                                                                                                                                                                                                                                                                                   319' 2 1/2" PROPERTY WIDTH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ALLEN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SE
                                                                                                                            SPRING STREET BAPTIST CHURCH                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       148 ALLEN AVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED 6" SANITARY                                                                                                                                                                                             61-24-205-208-0012-00


                                                                                                                                                                                                                                                                                                                                                                                                      HL                                                                 HL                             HL                                HL                           HL                                                HL                                             HL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               158 ALLEN AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               61-24-205-208-0013-00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CROSSING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               168 ALLEN AVE                                                                      Muskegon, MI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               61-24-205-208-0014-00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               174 ALLEN AVE
                                                                                                                                                                                                                                                                                                                                                                PROPOSED HYDRANT                                                                                                                                                                                                                                                                                                                               61-24-205-208-0014-10                                                          © 2023 BY:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               186 ALLEN AVE                                                            BERARDI + PARTNERS, LLC
                                                                                                                                                                                                                                                                                                                                                                                         HL                                             TS/BX TYP.                                                                                                                                                                                                                                                             61-24-205-208-0015-00                                                   ARCHITECTS AND ENGINEERS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8'-0" BUILDING SETBACK                                                                                                        20' BUILD                                                     923 JAY STREET                                                            ALL RIGHTS RESERVED
                                                                                                                                                                                                                                                                                                                                                   IN
                                                                                                                                                                                                                                                                                                                                                 MA                                                                                                                                                                                                                                                                                              TO LINE                                                       61-24-205-208-0001-10
                                                                                                                                                                                                                                                                                                                                             R
                                                                                                                                                                                                                                                                                                                                         ATE                                                                                                                                                                                                                                                                                                                                                                   185 AMITY AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      THE ARRANGEMENTS DEPICTED HEREIN ARE THE
                                                                                                                                                                                                                                                                                                                                        W                                                                                                                                                                                                                                                                                                                                                                                                                                             SOLE PROPERTY OF BERARDI + PARTNERS, LLC
                                                                                                                                                                                                                                                                                                                                    G                                                                                                                                                                                                                                                                                                                                                                          61-24-205-208-0001-00
                                                                                                                                                                                                                                                                                                                               ISTIN                                 HL                                                                                                                                                                                                                                                                                                                                                                                                               ARCHITECTS AND ENGINEERS, AND MAY NOT BE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               169 AMITY AVE                                                          REPRODUCED WITHOUT ITS WRITTEN PERMISSION
                                                                                                                                                                                                                                                                                                                             EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               61-24-205-208-0002-00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      NOTE:




                                                                                                                                                                                                                                                                                                                                                                                                       2 STORY ELEMENT
                                                                                                                                                                                                                                                                                                                       PROPOSED PROJECT SIGN                                                                                                                                                                                                                                                                                                                                                                   159 AMITY AVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         COMMON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1. ALL BIDDERS SHALL VISIT THE SITE AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               61-24-205-208-0003-00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SPACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          59' - 9 1/4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        BECOME FAMILIAR W/ THE EXISTING CONDITIONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 20' x 26'                     139 MYRTLE AVE                                                           AND REQUIREMENTS OF THE PROJECT AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PLAY AREA                     61-24-205-208-0005-00                                                    SHALL NOTIFY THE ARCHITECT OF ANY ERRORS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        AND OMISSIONS SUBSEQUENTLY DISCOVERED IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               GENERAL NOTES:                                                           THE CONTRACT DOCUMENTS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           AMITY COMMONS                                                                                                                                                                                                                       • ALL EXISITING TREES ON SITE TO BE                                    2. THE CONTRACT DOCUMENTS ARE COMPRISED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        OF THE DRAWINGS AND THE PROJECT MANUAL IN
                                                                                                                                                                                                                                                                                                                                           PROPOSED                                                                                                                      PROPOSED 3 STORY                                                                                                                                                                                                                        REMOVED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        THEIR ENTIRETY. THE INFORMATION IN THESE
                                                                                                                                                                                                                                                                                                                                           CATCH BASIN                                                                                                                    26 UNIT BUILDING A
                                                                                                                                                                                                             139' PROPERTY DEPTH



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DOCUMENTS IS DEPENDENT UPON AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PATIO OR                      • NO PORTION OF PROPERTY IS LOCATED                                      COMPLEMENTARY OF EACH OTHER.
                                                                                                                                                                                                                                                                                                                                                                      4                                                                                                                                                                                                                                                                                                          GAZEBO                          IN EITHER THE 100                                                      SEPARATION OF THE CONTRACT DOCUMENTS
                                                                                                                                                                                                                                                                                                                                                                               "                                                                                                                                                                                                                                                                                                                                  OR 500 YEAR FLOOD PLAIN                                               SHALL NOT BE PERMITTED. IF THE CONTRACTOR
                                                                                                                                                                                                                                                                     E                                                                                                      '-0                                                                                                                                                                                                                                                                                                                                                                                                         CHOOSES TO SEPARATE THE DOCUMENTS, THEY
                                                                                                          EXISTING SINGLE                                                                                                                                          AV                                                                                                     18
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        177' - 8 1/2"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DO SO AT THEIR OWN RISK AND EXPENSE.
                                                                                                          FAMILY HOME                                                                                                                     TLE                                                                                                                    "
                                                                                                                                                                                                                                                                                                                                                                                                                  CD                                                                                          CD                           TS/BX TYP.                                                                                                                                                          GENERAL ZONING INFORMATION:                                            3. ADDITIONALLY, SEE GENERAL INFORMATION ON
                                                                                                                                                                                                                                                                                                                                                              '-0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        “A0” SHEETS.
                                                                                                                                                                                                                                         R
                                                                                                                                                                                                                                       MY                                                                                                                   24                      AF                                                                                                                                                                                                                                        AF                                                                                                                                                      4. THE CLIENT ACKNOWLEDGES THE CONSULTANTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ZONING CLASSIFICATION: CD-5




                                                                                                                                                                                                                                                                                                                                                                                                                                                 18' - 0"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    18' - 0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (ARCHITECT) DRAWINGS AND SPECIFICATION,




                                                                                                                                                                                                                                                                                                                                                                                                                                                                TYP.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               MIN.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               10                                                                                                                                              MAX BUILDING HEIGHT: 75'-0"
                                                                                                                                                                                                                                                                                               RIC                                                 "                                                                                                                   7                                                                                                                                                                                                                                                                                                                INCLUDING ALL DOCUMENTS ON ELECTRONIC
                                                                                                                                                                                                                                                                                             CT                   3' SIDE YARD                  '-0                                            4                                                                                                                                                                                                                                                AA                               PARCEL LINES                                                                                           MEDIA AS INSTRUMENTS OF THE CONSULTANTS
                                                                                                                                                                LK                                                                                                                  E   LE                        SETBACK                    1 8
                                                                                                                                                            A                                                                                                                   D                                                                                                                                                                                      9' - 0"                                                        8'-0" MIN                                                                                                                                                                BUILDING A SITE                                                          (ARCHITECT) PROFESSIONAL SERVICE. THE
                                                                                                                                                       EW                                                                                                                   A
                                                                                                                                                                                                                                                                         HE                                                                                                        AF                                                                                                                                                                                                                                                                                                                          50,037 SF SITE = 1.15 ACRES                                              CLIENT SHALL NOT REUSE OR MAKE OR PERMIT
                                                                                                                                                    SID                                                                                                                ER                                                                          7                                                                                                                   TYP.                                               PROPOSED 4" WATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6' VINYL FENCE                                                                                         TO BE MADE ANY MODIFICATION TO THE
                                                                                                                                                G                                                                                                                 OV                                                                                                                                                                                                                                                                                                                                                                                                                                           LOT COVERAGE=




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TRASH
                                                                                                                                             TIN                                                                                                              G                                                                                                                                    40 PARKING SPACES                                                                                                                                                                                                                                                                                                                                                                    DRAWINGS AND SPECIFICATIONS WITHOUT THE
                                                                                                                                          XIS                                                                                                              TIN                                                                                                                                                                                                                                                                  PROPOSED 2" FIRE                                                                                                                                                               9,038 SF/ 50,037SF= 18.1%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               24' - 0"
                                                                                                                                      E                                                                                                                                                                                                                                                            0.80 PARKING RATIO                                                                                                                                                                                                                                                                                                                                                                   PRIOR WRITTEN AUTHORIZATION OF THE
                                                                                                                                                                                                                                                        XIS




                                                                                                                                                                                                                                                                                                                                                                                                                                                            28' - 0"
                                                                                                                                                                                                                                              E                                                                                                                                                                                                                                                                                                                                                                                                                                                                DENSITY:                                                                 CONSULTANT (ARCHITECT). THE CLIENT AGREES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED HYDRANT                                                                                                                                                                                  26 DU/ 1.15 ACRES= 22.6 DU/ACRE                                          TO WAIVE ANY CLAIM AGAINST THE CONSULTANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (ARCHITECT) ARISING FROM ANY UNAUTHORIZED
                                                                                                                                                                                                                                                                                                     EXISTING SINGLE                                                                                                                                                                                                                              AF                                                                                                                             3' SIDE YARD                                                                                           TRANSFER, REUSE OR MODIFICATION OF THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                59' - 9 1/4"                                                                                                                   BUILDING B SITE
                                                                                                                                                                                                                                                                                                     FAMILY HOME                                                                                                                                                                                                                                                                                                                                                                 SETBACK                                                                                                DRAWINGS AND SPECIFICATIONS.
                                                                                                                                                                                                                                                                                                                                                                                                                                  TS/BX TYP.                                                                                                                                                                                                                                                                   50,037 SF SITE = 1.15 ACRES
                                                                                                                                                                                                      ER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              5. ARCHITECT CANNOT WARRANT THE ACCURACY
                                                                                                                                                                                              EW                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               LOT COVERAGE:                                                            OF DATA CONTAINED HEREIN. ANY USE OR REUSE
                                                                                                                                                                                           RYS                                                                                                                                                                  AF
                                                                                                                                                                                                                                                                                                                                                                                                                         4                4                                        AF                                                                                                                                                                                                                          7,561 SF/ 50,037 SF= 15.1%                                               OF ORIGINAL OR ALTERED CADD DESIGN




                                                                                                                                                                                                                                                                                                                                                                                                                                                            18' - 0"
                                                                                                                                                                                    IT   A                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MATERIALS BY THE USER OR OTHER PARTIES
                                                                                                                                                                                  AN                                                                               EXISTING SINGLE                                                                                                                                                                                                                                                                                                                                                                                                                             DENSITY:
                                                                                                                                                                                 S                                                                                                                                                                                                        AF                                                                                                                                          2                                                                                                                                                                                                                                                 WITHOUT THE REVIEW AND WRITTEN APPROVAL
                                                                                                                                                                               G                                                                                   FAMILY HOME                                                                                                                                                                                                                                                                                                                                                                                                                                 24 DU/1.15 ACRES= 20.9 DU/ACRE
                                                                                                                                                                            TIN                          K                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OF THE ARCHITECT SHALL BE AT THE SOLE RISK
                                                                                                                                                                     E   XIS                          AL                                                                                                                         PROPOSED                                                                                                                                                                                                                                                                                                                                                                                                                                               OF THE USER. FURTHERMORE, USER AGREES TO
                                                                                                                                                                                                 EW                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            TOTAL SITE AREA
                                                                                                                                                                                              SID                                                                                                                                LOT SPLIT                                                                                                                                                                                                                                                                                                                                                                                                                                              DEFEND, INDEMNIFY, AND HOLD ARCHITECT
                                                                                                                                                                                          G                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    50,037 SF SITE = 1.15 ACRES                                              HARMLESS FROM ALL CLAIMS, INJURIES,
                                                                                                                                                                                    I STIN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DAMAGES, LOSSES, EXPENSES, AND ATTORNEY’S
                                                                                                                                                                                   X                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           50 DU/1.15 ACRES= 43.5 DU/ACRE
                                                                                                                                                                               E                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FEES ARISING OUT OF THE MODIFICATION OR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TOTAL LOT COVERAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        REUSE OF THESE MATERIALS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               BUILDINGS- 16,599 SF/50,037 SF=33.2%                                   6. THESE DRAWINGS AS PART OF THE CONTRACT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PAVEMENT-20,824 SF/ 50,037 SF= 42%                                       DOCUMENTS ARE DIAGRAMMATIC AND ARE NOT
                                                                                                                                                                                                                                                                                                            EXISTING TREES                                                                                                                                                                                                                                                                                                                                                                                     TOTAL COVERAGE= 75.2%                                                    INTENDED TO DEFINE EXACT QUANTITIES,
                                                                                                                                                                                                                                                                                                            TO REMAIN                                                                                                                                                                                                                                                                                                                                                                                                                                                                   LOCATIONS OR CODIFIED REQUIREMENTS. THE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED 3 STORY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               MULTI-FAMILY BLDGS                                                       DRAWINGS SHALL NOT BE SCALED. EXACT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                24 UNIT BUILDING B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        STATE AND LOCAL CODE REQUIREMENTS AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               27,114 GSF BUILDING A




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 AMITY COMMONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        OTHER APPLICABLE CODE REQUIREMENTS
                                                                                                                                                      EXISITING PAVEMENT TO BE REMOVED                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         22,683 GSF BUILDING B                                                    SHALL BE VERIFIED BY AND ARE THE SOLE
                                                                                       EXISTING MANHOLE                                               ON NEW SITE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              49,797 GSF TOTAL                                                         RESPONSIBILITY OF THIS CONTRACTOR. ANY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        INFORMATION WHICH DIRECTLY CONFLICTS WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               3 STORY BUILDING A                                                       ANY OF THESE CODES OR ANY DISCREPANCIES
                                                                                                                                                      EXISTING SEWER DRAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FOUND IN THE CONTRACT DOCUMENTS SHALL BE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               149' - 0 1/4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               (14) 1BR UNITS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TBACK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        BROUGHT TO THE ATTENTION OF THE PROJECT
                                                                                                                                                                                                             132' 10" PROPERTY DEPTH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               (6) 2BR UNITS                                                            ARCHITECT.
                                                                                                                                                                                                                                                                                                           10' REAR YARD                                                                                                                                                                                                                                                                                                                                                                                         (6) 3BR UNITS
                                                                                                                                      EXISITNG HYDRANT                                                                                                                                                     SETBACK                                                                                                                                                                                                                                                                                                                                                                                             (26) UNITS TOTAL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        G SE
D:\ahollinger\OneDrive - Berardi + Partners\Documents\23-23123_Central_jminniear.rvt




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SCHEMATIC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8'-0" BUILDIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               3 STORY BUILDING B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               (6) 1BR UNITS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               (12) 2BR UNITS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DESIGN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               (6) 3BR UNITS
                                                                                                                                              EX




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               (24) UNITS TOTAL                                                       PROJECT DATE:               07.11.2023
                                                                                                                                                IST
                                                                                                                                                   ING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROJECT #:                      23123
                                                                                                                                                                                                                                        8'-0" BUILDING SETBACK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               MULTI-FAMILY TOTAL UNITS
                                                                                                                                                      SID




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               (20) 1BR UNITS
                                                                                                                                                         EW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               (18) 2BR UNITS                                                          #           Description            Date
                                                                                                                                                           AL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               (12) 3BR UNITS
                                                                                                                             SP




                                                                                                                                                                K




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               (50) UNITS TOTAL
                                                                                                                               R
                                                                                                                                IN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PARKING
                                                                                                                                  G




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               MULTI-FAMILY SITE
                                                                                                                                   ST




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               40 PARKING SPACES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               40 SPACES/ 50 UNITS= .80 SPACES/ UNIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               29 EXTERIOR BICYCLE RACKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               3 LEVEL 3 ELECTRIC VEHICLE CHARGING STATIONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TOTALS
                                                                                                                                                                                                                                                                                                                                                             3'-6" PROPERTY SETBACK                                                                                                                                                                                                                                                                                                                            2 ACCESSIBLE SPACES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            AA                                                                                                                 EXISITNG HYDRANT
                                                                                                                                                                                                                                                                                                                 EXISTING SIDEWALK                                                                                                                                                                                                                                                                                                                                                                             3 EV CHARGING STATIONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               35 RESIDENTIAL SPACES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               40 PARKING SPACES TOTAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      HL                20' BUILD                  HL                                                 HL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  JAY STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TO LINE                                                                                                                                                NOTE: ALL PARKING AND LOADING AREAS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TO BE PAVED AND STRIPED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SCHEMATIC
                                                                                                                                                                                                                            EXISTING HYDRANT                                    EXISITNG UTILITY POLE

                                                                                                                                                                                                                                                                                                                                                 ALLEN AVE                                                                                                                       EXISTING WATER MAIN                                                                                                                                                                                                           SITE LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SITE PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             STORM SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED 6" SANITARY                                                        EXISITNG SANITARY SEWER                                                                           PROPOSED 6" SANITARY                                                                                              SANITARY SEWER
                                                                                                                                                                                                                                                                                                                                                        EXISTING MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             20' LIGHT POLE W/



                                                                                                                                                                                                                                                                                                                                                                     EXISTING SIDEWALK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CUT OFF LAMP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING UTILITY POLE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SD-
                                                                                       amity commons schematic site plan                                                                                                               3/64" = 1'-0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EXTERNAL HVAC & SCREENING



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              102
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             LEVEL 3 ELECTRIC VEHICLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CHARGING STATION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     9/28/2023 9:19:55 AM
                                                                                                                                                                                                                                                                                                                                             AMITY
                                                                                                                                                                                                                                                                                                                                           COMMONS/
                                                                                                                                                                                                                                                                                                                                             ALLEN
                                                                                                                                                                                                                                                                                                                                           CROSSING
                                                                                                                                                                                                                                                                                                                                                     Muskegon, MI

                                                                                                                                                                                                                                                                                                                                                 © 2023 BY:
                                                                                                                                                                                                                                                                                                                                           BERARDI + PARTNERS, LLC
                                                                                                                                                                                                                                                                                                                                          ARCHITECTS AND ENGINEERS
                                                                                                                                                                                                                                                                                                                                            ALL RIGHTS RESERVED

                                                                                                                                                                                                                                                                                                                                         THE ARRANGEMENTS DEPICTED HEREIN ARE THE
                                                                                                                                                                                                                                                                                                                                         SOLE PROPERTY OF BERARDI + PARTNERS, LLC
                                                                                                                                                                                                                                                                                                                                         ARCHITECTS AND ENGINEERS, AND MAY NOT BE
                                                                                                                                                                                                                                                                                                                                         REPRODUCED WITHOUT ITS WRITTEN PERMISSION

                                                                                                                                                                                                                                                                                                                                         NOTE:
                                                                                                                                                                                                                                                                                                                                         1. ALL BIDDERS SHALL VISIT THE SITE AND
                                                                                                                                                                                                                                                                                                                                           BECOME FAMILIAR W/ THE EXISTING CONDITIONS
                                                                                                                                                                                                                                                                                                                                           AND REQUIREMENTS OF THE PROJECT AND
                                                                                                                                                                                                                                                                                                                                           SHALL NOTIFY THE ARCHITECT OF ANY ERRORS
                                                                                                                                                                                                                                                                                                                                           AND OMISSIONS SUBSEQUENTLY DISCOVERED IN
                                                                                                                                                                                                                                                                                                                                           THE CONTRACT DOCUMENTS.
                                                                                                                                                                                                                                                                                                                                         2. THE CONTRACT DOCUMENTS ARE COMPRISED
                                                                                                                                                                                                                                                                                                                                           OF THE DRAWINGS AND THE PROJECT MANUAL IN
                                                                                                                                                                                                                                                                                                                                           THEIR ENTIRETY. THE INFORMATION IN THESE
                                                                                                                                                                                                                                                                                                                                           DOCUMENTS IS DEPENDENT UPON AND
                                                                                                                                                                                                                                                                                                                                           COMPLEMENTARY OF EACH OTHER.
                                                                                                                                                                                                                                                                                                                                           SEPARATION OF THE CONTRACT DOCUMENTS
                                                                                                                                                                                                                              BUILDING HEIGHT (AVERAGE                                                                                     SHALL NOT BE PERMITTED. IF THE CONTRACTOR
                                                                                                                                                                                                                               HEIGHT OF HIGHEST ROOF)      UPPER FLOOR TRANSPARENCY:                                                      CHOOSES TO SEPARATE THE DOCUMENTS, THEY
                                                                                                                                                                                                                                            140' - 8 1/4"                                                                                  DO SO AT THEIR OWN RISK AND EXPENSE.
                                                                                                                                                                                                                                                            BUILDING A:                                                                  3. ADDITIONALLY, SEE GENERAL INFORMATION ON
                                                                                       DECORATIVE STONE QUOIN                                                                                                                                                AREA:3275.26 SF                                                               “A0” SHEETS.
                                                                                                                                                                    BOARD AND BATTEN SIDING                                                                                                                                              4. THE CLIENT ACKNOWLEDGES THE CONSULTANTS
                                                                                                                                                                                                                                                             GLAZING: 750.6 SF
                                                                                                                                                                                                                                                                                                                                           (ARCHITECT) DRAWINGS AND SPECIFICATION,
                                                                                       ASPHALT SHINGLE ROOF                                                                                                                                                  TRANSPARENCY %= 23%                                                           INCLUDING ALL DOCUMENTS ON ELECTRONIC
                                                                                                                                                                                                                        VINYL LAP SIDING
                                                                                                                                                                                                                                                            BUILDING B:                                                                    MEDIA AS INSTRUMENTS OF THE CONSULTANTS
                                                                                                                                                                                                                                                             AREA:2757.73 SF                                                               (ARCHITECT) PROFESSIONAL SERVICE. THE
                                                                                                                                                                                                                                                             GLAZING: 750.6 SF                                                             CLIENT SHALL NOT REUSE OR MAKE OR PERMIT
                                                                                                                                                                                                                                                                                                                                           TO BE MADE ANY MODIFICATION TO THE
                                                                                                                                                                                                                                                             TRANSPARENCY %= 27%
                                                                                                                                                                                                                                                                                                                                           DRAWINGS AND SPECIFICATIONS WITHOUT THE
                                                                                                                                                                                                                                                                                                                                           PRIOR WRITTEN AUTHORIZATION OF THE
                                                                                                                                                                                                                                       A ROOF BEARING                                                                                      CONSULTANT (ARCHITECT). THE CLIENT AGREES
                                                                                                                                                                                                                                           126' - 4 5/8"                                                                                   TO WAIVE ANY CLAIM AGAINST THE CONSULTANT
                                                                                                                                                                                                                                                                                                                                           (ARCHITECT) ARISING FROM ANY UNAUTHORIZED
                                                                                                                                                                                                                                                                                                                                           TRANSFER, REUSE OR MODIFICATION OF THE
                                                                                                                                                                                                                                                                                                                                           DRAWINGS AND SPECIFICATIONS.
                                                                                                                                                                                                                                                                                                                                         5. ARCHITECT CANNOT WARRANT THE ACCURACY
                                                                                                                                                                                                                                                                                                                                           OF DATA CONTAINED HEREIN. ANY USE OR REUSE
                                                                                       VINYL LAP SIDING                                                                                                                                                                                                                                    OF ORIGINAL OR ALTERED CADD DESIGN
                                                                                                                                                                                                                                           A 3RD FLOOR
                                                                                                                                                                                                                                                                                                                                           MATERIALS BY THE USER OR OTHER PARTIES
                                                                                       VINYL WINDOWS                                                                                                                                        118' - 3 1/2"                                                                                  WITHOUT THE REVIEW AND WRITTEN APPROVAL
                                                                                                                                                                                                                                                                                                                                           OF THE ARCHITECT SHALL BE AT THE SOLE RISK
                                                                                                                                                                                                                                                                                                                                           OF THE USER. FURTHERMORE, USER AGREES TO
                                                                                                                                                                                                                                                                                                                                           DEFEND, INDEMNIFY, AND HOLD ARCHITECT
                                                                                                                                                                                                                                                                                                                                           HARMLESS FROM ALL CLAIMS, INJURIES,
                                                                                                                                                                                                                                                                                                                                           DAMAGES, LOSSES, EXPENSES, AND ATTORNEY’S
                                                                                                                                                                                                                                                                                                                                           FEES ARISING OUT OF THE MODIFICATION OR
                                                                                                                                                                                                                                           A 2ND FLOOR                                                                                     REUSE OF THESE MATERIALS.
                                                                                                                                                                                                                                            109' - 1 3/4"                                                                                6. THESE DRAWINGS AS PART OF THE CONTRACT
                                                                                                                                                                                                                                                                                                                                           DOCUMENTS ARE DIAGRAMMATIC AND ARE NOT
                                                                                                                                                                                                                                                                                                                                           INTENDED TO DEFINE EXACT QUANTITIES,
                                                                                       BRICK                                                                                                                                                                                                                                               LOCATIONS OR CODIFIED REQUIREMENTS. THE
                                                                                                                                                                                                                                                                                                                                           DRAWINGS SHALL NOT BE SCALED. EXACT
                                                                                                                                                                                                                                                                                                                                           STATE AND LOCAL CODE REQUIREMENTS AND
                                                                                                                                                                                                                                                                                                                                           OTHER APPLICABLE CODE REQUIREMENTS
                                                                                                                                                                                                                                           A 1ST FLOOR                                                                                     SHALL BE VERIFIED BY AND ARE THE SOLE
                                                                                                                                                                                                                                                                                                                                           RESPONSIBILITY OF THIS CONTRACTOR. ANY
                                                                                                                                                                                                                                               100' - 0"                                                                                   INFORMATION WHICH DIRECTLY CONFLICTS WITH
                                                                                                                                               DOOR YARD FRONTAGE                                                                                                                                                                          ANY OF THESE CODES OR ANY DISCREPANCIES
                                                                                                                                                                                                                                                                                                                                           FOUND IN THE CONTRACT DOCUMENTS SHALL BE
                                                                                                                                                                                                                                                                                                                                           BROUGHT TO THE ATTENTION OF THE PROJECT
                                                                                                                                                                                                                                                                                                                                           ARCHITECT.

                                                                                                          amity commons building B elevation                           1/8" = 1'-0"
D:\ahollinger\OneDrive - Berardi + Partners\Documents\23-23123_Central_jminniear.rvt




                                                                                                                                                                                                                                                                                                                                         SCHEMATIC
                                                                                                                                                                                                                                                                                                                                           DESIGN




                                                                                                                                                                                                                                                                                                                 NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                         PROJECT DATE:               07.11.2023
                                                                                                                                                                                                                                                                                                                                         PROJECT #:                      23123
                                                                                                                                                                                                                                                                                   BUILDING HEIGHT (AVERAGE
                                                                                                                                                                                              BOARD AND BATTEN SIDING                                                               HEIGHT OF HIGHEST ROOF)                               #           Description            Date
                                                                                                                                                                                                                                                                                                 140' - 8 1/4"

                                                                                                                     DECORATIVE STONE QUOIN

                                                                                       ASPHALT SHINGLE ROOF




                                                                                                                                                                                                                                                                                            A ROOF BEARING
                                                                                                                                                                                                                                                                                                126' - 4 5/8"


                                                                                                                                                                                                                                                                         VINYL LAP SIDING
                                                                                                                                                                                                                                                                                                                                        ELEVATIONS
                                                                                       VINYL LAP SIDING
                                                                                                                                                                                                                                                                                               A 3RD FLOOR
                                                                                       VINYL WINDOWS                                                                                                                                                                                            118' - 3 1/2"


                                                                                       BRICK


                                                                                                                                                                                                                                                                                                A 2ND FLOOR
                                                                                                                                                                                                                                                                                                 109' - 1 3/4"

                                                                                                                                                                                                                                                                                                                                                 SD-
                                                                                                                          DOOR YARD FRONTAGE
                                                                                                                                                                                                                                                                                                A 1ST FLOOR
                                                                                                                                                                                                                                                                                                    100' - 0"
                                                                                                                                                                                                                                                                                                                                                 103
                                                                                                          amity commons building A elevation                           1/8" = 1'-0"



                                                                                                                                                                                                                                                                                                                                        9/21/2023 8:47:30 AM
October 9, 2023

Pure Muskegon

Re: PFAS status at former Sappi site

Dear Pure Muskegon members:

This letter addresses the issue of PFAS (Per- and PolyfluoroAlkyl Substances) discovered at the former
Sappi site along Muskegon Lake.

Due to the presence of PFAS on the former Sappi site, the Annis Water Resources Institute (AWRI)
collected water samples from Muskegon County tributaries (12/10/2018) and lakes (7/9/2019) to
determine background concentrations of PFAS (Per and polyfluoroalkyl substances) chemicals. There
are over 4000 PFAS related chemicals, with PFOA and PFOS being the most common. PFAS analyses
(including PFOS, PFOA, and total PFAS) were performed by Trident Laboratories in Holland, MI.

Two samples were collected from the water column of Muskegon Lake along the shoreline adjacent to
the former paper plant (Sappi West and Sappi East). In all cases, there was no detection of any PFAS
chemicals at either site in the water column of Muskegon Lake.

Please do not hesitate to contact me if you wish to discuss these results in more detail.

Sincerely.


Dr. Alan D. Steinman
The Allen & Helen Hunting Research Professor
Professor of Water Resources
Annis Water Resources Institute
Voice mail: 616-331-3749
E-mail: [email protected]




      Annis Water Resources Institute ● Grand Valley State University ● 740 West Shoreline Drive ● Muskegon, MI 49441
City of Muskegon
City Commission
Planning Commission
933 Terrace Street
Muskegon, MI 49440

Saturday, September 30, 2023

Mr. Ryan Leestma
1204 W. Western Avenue
Muskegon, MI 49441

Dear Madams and Sirs,

For a century and a half the south shoreline of Muskegon Lake created prosperity for hundreds of
thousands of citizens through jobs and working wages. This led to citizen dignity, sustainable standards
of living, independent housing construction and investments that created a wide array of private sector
and civil services.

Phase One of our prosperity began in the middle of the 19th Century with the advent of the lumber
industry. Only Muskegon Lake could be utilized for this use as its immense size was necessary to crib the
tens of millions of white pine logs harvested in the Mainstee National Forest. Known as the “Lumber
Queen of the World”, tens of thousands of new residents migrated to work on Muskegon’s large
waterfront parcels to mill and stack lumber 50 feet tall. At the end of each work day they returned to
homes built by the lumber barons in Jackson Hill, Nelson, Nims, Lakeside and Beachwood-Bluffton.
Muskegon Lake’s waterfront created prosperity for all and more millionaires per capita lived in
Muskegon than anywhere else in the United States. Muskegon lumber was shipped throughout the
country and so it shaped the nation.

During the 90’s of the 19th century Phase 1 died. The lumber barons exhausted the physical supply of
logs and Muskegon entered its first period of dormancy. 25 years passed during which Muskegon’s
population declined, unemployment rose and citizens were left demoralized.

Phase Two of our prosperity began in the “mid teens” of the 20th century. Industrialists from across the
nation came to Muskegon and invested heavily in the creation of factories built on the former lumber
mill parcels. Only Muskegon was able to support these investments as only Muskegon Lake had the
deepwater channel necessary to ship the sheer volume of raw materials and goods necessary to support
operations. Once again, our population grew so quickly it became necessary to build housing for
workers, primarily in Muskegon Heights. Muskegon became known as one of the great industrial
powerhouses of the 20th century and played a critical role in winning World War II. Muskegon’s patented
products of fifth wheel hitches, refrigerator parts, axles and tanks were manufactured and shipped
throughout the country, and so it shaped the nation once again.

One century after the lumber era ended, globalism and communist subsidized industries ended
Muskegon’s Phase 2 of our prosperity. Once again our population declined, unemployment rose and our
community was left demoralized and in need.


                                   From the Desk of Ryan M. Leestma
                                       1204 W. Western Avenue
                                         Muskegon, MI 49441
Phase 3 of our prosperity is directly in front of us. Recreation and tourism is our future and is made
possible by the 80m in State and Federal grants used to clean-up the lake, modern market forces and the
enormous size of our lakes, parks and beaches. Muskegon is the 3rd largest water based tourism
economy in the Western half of the State of Michigan at a volume of $330m yet has more than thirty
times the natural resources of South Haven and Traverse City (at $425m and $410m respectively) It is
not an exaggeration to say that Muskegon could develop into a multi-billion dollar water-based tourism
and recreation economy if we are careful and make the right decisions. Muskegon has the opportunity
to change the national narrative on sustainable waterfront recreation and so has the power to shape the
nation once again. Although some may laugh at such an idea now, with the advent of climate change
and in the context of how our fledgling previous phases began I believe it possible. Critical to this effort
is the preservation of large waterfront parcels of waterfront land that can be deployed for uses that
create permanent jobs and future investment (like previous phases). Mr. Rooks’ plan gives up jobs and
prosperity for kitchen views. He chooses to place apartments on a place that could enable someone to
buy their own home.

Even worse, the environmental injustice that six generations of Muskegon residents faced will never be
righted for this mile of shoreline. Recently a group of children from Muskegon Heights were brought to
Muskegon Lake; they didn’t even know Muskegon Lake existed and thought it was the ocean! Mr.
Rooks’ PUD makes permanent the environmental injustice of denied waterfront access.

Emily and I considered these societal needs as we developed Adelaide Pointe’s PUD. It was always in our
mind that Adelaide Pointe would be a hub where current and future generations, citizens and tourists
would come from across the city, state and nation for waterfront recreation and unfettered access to
Muskegon Lake. Muskegon Lake’s benefits should be maximized for the many and not the few. To that
end we have chosen to go “up” and not “wide” with our structures to preserve views and waterfront
access. This approach increases human and economic density on the waterfront which requires
servicing provided by restaurants, hospitality and retail. We estimate that within three years we and
other small businesses on our campus will create more than 500 jobs on a mere 10 acres of land. That is
double the density of workers per acre of SAPPI at its height. Imagine the jobs that could be created.

Aside from these lessons of history and societal imperatives I have serious doubts that Mr. Rooks’ plans
will even get approved by the State. The director of EGLE has stated quite emphatically that EGLE will
not approve single family homes without “serious investigation”. Unstable soils, explosive gases, wildly
contaminated groundwater and carcinogenic substances increase the hazards to life substantially.
Commercial retail uses, on the other hand, are transient in nature which significantly reduces the risk of
human harm. Phil Roos, the director of EGLE, will be at Adelaide Pointe on October 9. I would consider
it a good use of the City’s time to have a conversation with him and Roman Wilson from Fishbeck who
was the environmental consultant that worked on the SAPPI site for ten years. The City’s economic
development director knows Roman well.

I also do not trust that Mr. Rooks will utilize the 15m of State of Michigan grant clean-up funds on the
site if he is able to avoid it; he is actively lobbying Senator Bumstead and others to redirect those clean-
up funds for construction cost offsets instead of clean-up. The nightmare scenario is that Mr. Rooks will
gain EGLE approval and then successfully redirect clean-up funds towards construction cost offsets and
NOT perform the cleanup necessary to make the site safe. Prolonged exposure to carcinogens, toxic

                                    From the Desk of Ryan M. Leestma
                                        1204 W. Western Avenue
                                          Muskegon, MI 49441
chemicals and noxious gases could very well create illness that will attract the kind of attention that will
end Phase 3 of our prosperity. Who wants to go somewhere that is known for being toxic and unsafe?
What will happen to all those homes that no one wants to live in? And what happens to Shaw in the
meantime? It is not lost upon me that at the beginning of Phase 2 Robert Ferguson abused the
environment and mined Pigeon Hill for a quick, one-time profit and one century later Mr. Rooks is
attempting to mine the waterfront for just as quick of a one-time profit, environment be damned.

Ironically, Adelaide Pointe will financially benefit more if Mr. Rooks receives PUD approval. Adelaide
Pointe will be the only game in town for dense, inclusive, centralized campus-based waterfront
recreation. The businesses we own and the businesses of our tenants will flourish with the density of
people together enjoying the clean, restored waterfront we have made available. But I am dead in forty
years and putting more money in my pocket isn’t worth a penny if it comes at the expense of the
generations to come.

I do not believe the PUD being proposed is good for current and future generations. I would at the very
least delay a decision until EGLE confirms the viability of the uses being proposed, namely residential. I
would also delay any PUD approval until such time that all 15m of State Clean-up Money is spent or a
letter of credit is secured to ensure it does get spent. During the same time I would consider it a
worthwhile use of City funds to have outside consultants draft designs that will promote Phase 3 of our
prosperity and create the environmental justice our citizens deserve.

I urge both commissions to consider their options carefully and deliberately. We have a great
opportunity to create prosperity for generations to come if we get it right. If we do not, countless
opportunities will be lost and never regained. Worst of all, neither the current generation nor will future
generations ever know what we could have had.

Cain forsook his birthright and prosperity for a quick cup of soup, I pray we do not do the same as there
are countless mouths to feed.

Ut posteris defendamus.




Ryan M. Leestma
[email protected]
616-633-6020




                                    From the Desk of Ryan M. Leestma
                                        1204 W. Western Avenue
                                          Muskegon, MI 49441
City of Muskegon
City Commission
Planning Commission
933 Terrace Street
Muskegon, MI 49440

Sunday, October 8, 2023
                                                         ALL FOIA DOCUMENTS        REFERENCE DOCUMENTS
Mr. Ryan Leestma
1204 W. Western Avenue
Muskegon, MI 49441

Dear Madams and Sirs,

On September 30 I wrote a letter expressing my concerns and opinions regarding the SAPPI PUD
presented by Parkland Properties and the importance of the vote of the commission on October 12 and
24. In that letter I made a point that as a community we need to focus on job creation, public waterfront
access for everyone (citizens or otherwise) and full use of the 15m for environmental remediation
purposes only. I also stated that I had serious doubts that EGLE would even approve the use on the site.

On October 3, Pure Muskegon sent a letter to the Commission which was included in your packets. In
that letter, they took offense and stated “we take exception to the many untruths and gross
misstatements about the current condition of the site and its potential residential development.” In
essence, they accused me of lying. I do not lie. Due to their false accusation, I felt it necessary to track
down every detail I could.

Pure Muskegon, and especially Mr. Hines and Mr. Olsen, know the site may not be built on whatsoever
due to State of Michigan Part 201 restrictions. They are aware that the explosivity, air contamination,
soil contamination, groundwater contamination and PFAS eliminate any possibility of development.
THEY HAVE ALSO BEEN AWARE THAT TOXIC SUBSTANCES, METALS, PFAS AND CONTAMINATED
GROUNDWATER HAVE BEEN LEAKING INTO MUSKEGON LAKE.

I discovered all this after I downloaded all 1,434 documents
the State of Michigan has on the property. I was able to do
this on such short notice due to the fact that a request was
filed on 8/8 and all previous requests are publicly available.
It took the State of Michigan almost two months to gather
all this documentation. I then reviewed all the documents
and placed the most pertinent ones in a separate subfolder.
The QR codes at the top of this letter will direct you to all
FOIA documents and a more concise subfolder which only
includes the documents referenced in this letter. You may
also click on the hyperlinks at the start of each section to go
directly to those documents.




                   THIS LETTER, IN ITS ENTIRETY, IS THE OPINION OF RYAN M. LEESTMA
20121205 – DEQ Presentation.pdf – December 5, 2012
This presentation, constructed by DEQ, documents the presence of paper mill waste (fill), corrosive
liquids, sulfuric acid, mercuric compounds, hazardous solids, flammable liquids, hydrogen peroxide, nitric
acid, hyposolutions, amines, cyanide and “Toxic Liquids”. The groundwater was documented to contain,
Arsenic, chromium, silver, and PH levels so high they are equivalent to bleach or ammonia. THE
DOCUMENT NOTES THAT GROUNDWATER IS LEAKING INTO MUSKEGON LAKE.




The document ends with a recommendation that extensive testing take place.

20140224 - Melching Contamination Data.PDF – February 24, 2012
Mr. Melching performs contamination sampling across the site and submits the data to EGLE. In this
document Mr. Melching documents State of Michigan contamination limits for various substances. The
table below shows the sample data, limits, and % exceedance levels. The example on page 17 is shown
below as an example.
 Element                   State of Michigan Standard   Legal Limit Exceedance
 Barium                    2.1                          24.3x
 Cadmium                   .2                           1.55x
 Chromium                  2.1                          1.76x
 Copper                    2.1                          8.0x
 Lead                      2.1                          6.5x
 Magnesium                 8.4                          61x
 Zinc                      4.2                          10x


The sample also revealed that the soil had 280x the moisture content limit for soil with a PH of 12.2
which is generally accepted as the PH of bleach or ammonia. Melching discovered that the ground was
soaked with toxins.

Pure Muskegon BEA Part 1
Pure Muskegon BEA Part 2
Subsequent to purchasing the property on July 29, 2016,
Pure Muskegon hired consultants to analyze the property
and report back to DEQ the contamination status of the
property via a Baseline Environmental Assessment. This
document is commonly constructed and submitted to the
State to limit the liability of owners of property that have
been previously contaminated. As it is in the new owners’
best interests to detail anything and everything wrong with
the site, the owner is incentivized to find anything they
possibly can. As such these BEAs are revealing documents.

In Pure Muskegon’s BEA they admit and confirm to the
State of Michigan that the site exceeds Part 201
limitations for groundwater and soils. They also confirm


                  THIS LETTER, IN ITS ENTIRETY, IS THE OPINION OF RYAN M. LEESTMA
the PH levels of the soil. A map of their samples and findings is below. It is important to note that
samples pulled from Muskegon Lake confirmed the site was leaking chemicals into the watershed. It
also confirms the leeching of contaminated groundwater into Muskegon Lake. THIS IS PURE
MUSKEGON’S DOCUMENT.

z




                  THIS LETTER, IN ITS ENTIRETY, IS THE OPINION OF RYAN M. LEESTMA
Pure Muskegon Due Care Plan – September
13, 2017
Approximately one year after purchasing the
property Pure Muskegon finally submits their
“Due Care Plan” to the State of Michigan.
This plan effectively builds off of the BEA by
restating and extrapolating on findings
previously made in the BEA and describes
the means and methods by which the site
will not be further contaminated due to work
activities.

For the first time Pure Muskegon writes an
executive summary on the limitations of the
site in a very clear and concise way. It very
clearly states that the site cannot be used
for Residential OR Non-Residential uses due
to Arsenic, Lead, Dioxin, Chromium,
Manganese and Dioxin. This is a Pure
Muskegon document prepared by Pure
Muskegon’s consultants and submitted by
them.

Soil contaminants found were Arsenic, Lead,
Dioxin, Chromium, Manganese, Selenium, Silver, Benzene and Zinc. Air contaminants found were
Chromium, Manganese and Dioxin. Groundwater contaminants found were Arsenic, Cadmium,
Chromium, Lead, Namganese, Selenium, Trimethylbenzene, N-Butylbenzen. A map of the samples is
below. It was once again confirmed the site is leaking groundwater into Muskegon Lake.




                  THIS LETTER, IN ITS ENTIRETY, IS THE OPINION OF RYAN M. LEESTMA
Temporary Lake Treatment Work Plan – October 20, 2021
This document details the work plan for a PFAS test treatment lake subsequent to a failed effort. Prior to
this workplan, Pure Muskegon attempted to filter contaminants using pumps and filters but after
pumping 74m gallons into the Muskegon County Wastewater system found the incessant clogging of the
filters made the clean-up economically impossible. The new work plan proposed the excavation a 4.9
acre lake that was to be filled with a “toxic sponge” by the name of REMBIND. Groundwater throughout
the site would then be pumped into the lake so that the REMBIND could attract and hold contaminants.
It was theorized that this work plan would take approximately until the end of 2023 to complete.




                  THIS LETTER, IN ITS ENTIRETY, IS THE OPINION OF RYAN M. LEESTMA
With their new consultant, Fishbeck, Pure Muskegon documents for the first time the inherent
flammability and explosivity of the site. Methane and Hydrogen Sulfide were found to be actively
leaking from contaminated groundwater, through the soil and into the air. Again, this eliminates any
possibility of development on top of the soil and groundwater contamination previously found in Pure
Muskegon’s Due Care Plan and BEA .




Fishbeck also confirms, most conclusively and directly, that groundwater is leaching into Muskegon Lake
from the site.




                  THIS LETTER, IN ITS ENTIRETY, IS THE OPINION OF RYAN M. LEESTMA
THIS LETTER, IN ITS ENTIRETY, IS THE OPINION OF RYAN M. LEESTMA
Also for the first time, Pure Muskegon documents the rampant contamination of PFAS. The EPA advises
exposure levels of less than 4 parts per trillion yet some samples have FOUR THOUSAND TIMES the EPA
recommended limit. For comparison, the average PFAS detection concentration at the Muskegon
County Airport PFAs crisis was 14.7. PFAS SAMPLES ARE HUNDREDS OF TIMES WORSE THAN THE
MUSKEGON COUNTY AIRPORT PFAS INCIDENT. PFAS RIDDEN, TOXIC CONTAMINATED GROUNDWATER
COMPLETE WITH HEAVY METALS AND COMPLEX MANMADE PARTICLES CONTINUES TO LEAK INTO
MUSKEGON LAKE. PURE MUSKEGON HAS DONE NOTHING AND HAS CALLED NO ONE FOR HELP.




                                     CONTINUE ON NEXT PAGE




                 THIS LETTER, IN ITS ENTIRETY, IS THE OPINION OF RYAN M. LEESTMA
EGLE Improper Notice of Disposal – May 2, 2023
Subsequent to approval and the performance of the test, Pure Muskegon’s new environmental
consultant wrote EGLE and informed them that they desired to leave the heavily contaminated solid
waste “toxic sponge” in place as the “overall costs for the implementation of the removal activities are
substantial”. They also state that removal would “reflect minimal environmental benefit”. In essence,
they tried to walk away.




In response, EGLE writes “The spent PAC and RemBind is a solid waste regulated pursuant to Part 115.
Section 11512 requires solid waste to be disposed of at a licensed disposal area unless it has been
approved to be disposed of at the site of generation. Pure Muskegon has not been approved to dispose
of this waste at the site of generation and it is not a licensed disposal area.” Again, it is demonstrated
that Pure Muskegon was willing to just “let it be”.

Mr. Hines is cc’d on this e-mail.

Administrative Order by Consent – July 26, 2016
Purchase Documents – July 29, 2016
Pure Muskegon has been involved in this project
for a decade beginning with Mr. Hines.

Pure Muskegon was formed at Hines Corp’s
Pontaluna Road address in 2013. At the same
time, Pure Muskegon began lending money to
Mr. Melching to begin demolition activities. Over
the next three years Pure Muskegon loaned
1.25m to Mr. Melching.

On February 14, 2013 Louis Padnos declined their
right of first refusal to purchase the property
after receiving a copy of an offer from “Hines
Corp.” As many know, SAPPI put a permanent
deed restriction on the SAPPI property due to the
likelihood of health issues. Instead of closing on
the property, Pure Muskegon spent the next three years working with the State of Michigan attorney
general, Melching and SAPPI to lift the deed restriction. They pursued an agreement that indemnified
SAPPI of any liability.

Pure Muskegon, SAPPI, Melching and the State of Michigan signed an agreement on July 26, 2016. On
July 29, 2016, Pure Muskegon purchased the property with investors for 5.7m and the loan to Melching
was forgiven.




                   THIS LETTER, IN ITS ENTIRETY, IS THE OPINION OF RYAN M. LEESTMA
Pure Muskegon, after having developed a 12.5m remediation budget for the site, was found unwilling to
finance or make the investment necessary to clean the site despite the hundreds of millions of dollars of
resources they collectively posessed. They allowed chemicals to poison Muskegon Lake for a decade.
Instead, 7 years after purchase, they turned to the State of Michigan for assistance and successfully
procured a 15m appropriation to pay for clean-up. They have still done nothing. On May 31, 2023 the
State of Michigan signed the contract with Pure Muskegon to clean the site and on July 16, Pure
Muskegon’s brokers sent e-mails across the country soliciting bids with verbal guidance that the
accepted offer would be 20m. It doesn’t take a math wizard to add the 5m paid for the property and
15m for the State of Michigan grant. It is my opinion they attempted to monetize taxpayer dollars into
cash with zero effort after allowing their property to contaminate Muskegon Lake for a decade.

It is my opinion that Pure Muskegon’s investors are group of operating company executives who failed
for a decade at finding a way to profit from the development of a toxic property while knowingly
allowing the property to poison Muskegon Lake. They have allowed Muskegon Lake to be poisoned
without calling for help or making any effort to stem the tide with their hundreds of millions of dollars of
resources. They have not been honest with the public, the State, potential buyers or the commission
regarding this poisoning and the toxic, non-buildable status of the property, yet they gleefully purport it’s
“ready for housing!”. Add in the blatant attempt to profit from the assistance of the State and it is a
story of another Love Canal mixed with greed. Add in the rumors that the 15m allocated by State is
being hijacked for construction costs offsets and a serious call for alarm is necessary at every level.

Summary
What began as a simple letter advocating for public access, job creation and environmental stewardship
has become something entirely different; the uncovering of an obvious attempt to omit material
information, falsely assert the feasibility of a project, minimize efforts to remediate toxic contamination
while allowing Muskegon Lake to continue to be poisoned. Profits ruled. THIS IS THE WORST TYPE OF
CAPITALISM AND SHOULD BE SHOWN, ROOTED OUT AND STOPPED AT ALL COSTS.

I have always said that the quality of a people is determined by the morality of their leadership. That
applies to capitalists and politicians alike. When people see others gain power and money via
unscrupulous means, they become angry and they justify the same indecent, abusive behavior towards
others, their town and the environment. It is a cancer that eats everything in its path. We know this
here, that resentment and abuse is multi-generational. This decision is about way more than a PUD
approval, it is about what’s decent and right for our people, our community and our environment.

Frankly, I think this situation is bad enough that the Attorney General should be alerted. It certainly
would be something for Governor Whitmer to hang her hat on after denying the casino project. I also
believe it possible to find grounds for a class action lawsuit due to unjust enrichment and fraudulent
representation. A property owner that is in knowledge of a site that causes widespread environmental
damage (a real cost against society) yet does nothing to prevent or repair the cause may be sued for
damages arising from negligence and public nuisance if special injury can be demonstrated. There is a
moral and fiduciary responsibility to prevent pollution and these men have failed spectacularly. It is
my belief that the owners of Pure Muskegon should be chastised for their actions and required to hand
over the property to the State or the City in exchange for immunity, like SAPPI did, so that someone with
decency can remediate the property. Once we have a clean property we, as a people and a community
can decide what should be done with it.


                   THIS LETTER, IN ITS ENTIRETY, IS THE OPINION OF RYAN M. LEESTMA
To State of Michigan regulators, please take immediate steps to reclaim and remediate this property.

To City officials, please discontinue any and all discussions regarding development on this unsafe
poisonous property.

To Mr. Hines and Mr. Olsen, I do not lie.

Defendere Populum,




                  THIS LETTER, IN ITS ENTIRETY, IS THE OPINION OF RYAN M. LEESTMA
                                             October 2, 2023




Parkland Properties of Michigan
75 W Walton Avenue STE A
Muskegon, MI 49440

City of Muskegon
933 Terrace Street
Muskegon, MI 49440

RE:    Leestma letter regarding Windward Pointe

Dear Mayor, City Commissioners, City Planning Commissioners, and City staff:

We are unfortunately writing again to respond to recent false and misleading statements from Mr. Leestma
concerning our redevelopment plans for the former Sappi Paper Mill site (also known as Windward
Pointe). We are available at any time to discuss questions about our redevelopment plans.

Parkland Properties desires to continue Pure Muskegon.s original mission and convert the former Sappi
Paper Mill site into a lively residential and mixed-use development with hundreds of homesites,
condominiums, apartments, retail, a marina and an in-and-out boat storage facility, public parks, and other
uses that will benefit the greater Muskegon area. These uses are targeted at making this large, currently
private site, an asset for the community and addressing the known housing needs that are supported by the
recent City and County housing studies.

Mr. Leestma s statements about the alleged concerns with our clean-up strategies are unfounded: he has
no personal knowledge of our remediation plans or strategies for this site. We have a track record of
successfully transforming former industrial, contaminated properties into safe and desirable communities.
This includes the most recent example at Terrace Point Landing. We are confident that we will be able to
safely develop this property and any claims by Mr. Leestma otherwise are baseless.

We disagree with the assertion that building additional homes in the midst of a regional housing crisis is
a negative result for this site. The spinoff impact from this large, private, legacy project will be unlike
anything that Muskegon has experienced in the last 50-years in a single project and this impact will only
be matched by the redevelopment of the Shaw Walker Furniture Company. The redevelopment of
Windward Pointe and Shaw Walker – complimented by Harbor 31 and the resurgence of downtown – will
positively transform the Muskegon area for generations.

Our new communities at Windward Pointe and Shaw Walker focus primarily on workforce/attainable
housing with over 75% of the units providing the opportunity for meaningful residency at attainable price
points that expand the opportunities for Muskegon residents. We are proposing to build proven and viable
products that are needed and will sell and rent in the current Muskegon housing market. We are also
proposing all new public access at Windward Pointe that has never been available over the last 100-years
while this site was a paper mill.

                                                                                                         1
We have been working in collaboration with City staff and the community for months to design our
projects in a manner that will have the biggest net gain for our community. This included public
engagement and outreach sessions with over 200 people in attendance and individual group meetings that
were overwhelmingly positive. We are proud of the work we have completed over the last 15-years; we
are excited about what we are planning to do over the next 10-years in collaboration with the City; and
we are confident that our contributions to Muskegon over this 25-year span including these two legacy
projects will have generational impacts on not only Muskegon, but the entire West Michigan region.

We look forward to continuing our great public-private partnership and continuing to make Muskegon an
even better place to work and live.


                                              Sincerely,



                                              Jon Rooks




                                                                                                     2
October 6, 2023

City of Muskegon
933 Terrace Street
Muskegon, MI 49440

Windward Pointe/Former Sappi Site
2400 Lakeshore Drive, Muskegon, Michigan 49441

Dear Mayor, City Commissioners, City Planning Commissioners, and City Staff:
Fishbeck has prepared this correspondence to provide clarity to the City of Muskegon (City) regarding recent
communications that may give the perception we are involved in efforts to disrupt the proposed sale and
redevelopment of the Windward Pointe/Former Sappi Site. We have familiarity with the property and the known
environmental conditions; however, we are not involved in efforts to disrupt its sale and redevelopment.
Fishbeck’s past involvement with the Windward Pointe/Former Sappi Site was devoted to helping assist with plans
to safely transition this valuable waterfront resource to a viable use that meets the needs of the community while
improving the environment. Our involvement with the Windward Pointe/Former Sappi site ended in early 2022.
It is our understanding that the current owner and prospective buyer/development team have been working with
the City, community stakeholders, and the Michigan Department of Environment, Great Lakes, and Energy to
define a path forward that allows for the safe redevelopment of this property. This is a customary approach, and
one that Fishbeck applies to similar brownfield redevelopment projects.
We applaud the City’s brownfield redevelopment support to safely transform former industrial and contaminated
properties along the waterfront into new and exciting uses that benefit the community and look forward to
seeing this take place at the Windward Pointe/Former Sappi Site.
Sincerely,



Roman A. Wilson
Vice President/Brownfield Program Manager
By email
                            PURE MUSKEGON, LLC
                                   1218 Pontaluna Road, Suite B
                                      Spring Lake, MI 49456


                                          October 3, 2023



Hon. Ken Johnson
Mayor, City of Muskegon
Muskegon City Commission
Muskegon Planning Commission
933 Terrace Street
Muskegon, MI 49440

RE:    Proposed PUD for 2400 Lakeshore Drive

Dear Mayor Johnson, City Commissioners and Planning Commission Members:

As you know, Pure Muskegon, LLC has entered into an agreement with Parkland Properties,
LLC to sell to Parkland its 120-acre parcel that was the former location of the Sappi paper mill,
and which includes approximately 1 mile of frontage on the south side of Muskegon Lake.
Parkland has submitted a proposed planned unit development proposal that includes residential
homes, condominiums, apartments, a marina, retail facilities, and public amenities. This will be a
historic adaptive reuse of a very large vacant industrial site for a first-class mixed use residential
and commercial development. We strongly support approval of Parkland’s plan by the Planning
Commission and the City Commission.

Pure Muskegon was formed in 2013 by us, as a group of local business leaders who were deeply
concerned about the future of the former Sappi property, and who wanted to make sure that the
property would be developed in a manner that would best serve the city of Muskegon. Pure
Muskegon entered into a purchase agreement in 2013 with Melching, Inc., a demolition
contractor that had acquired the property from Sappi. Three years later, in 2016, Pure Muskegon
acquired the property, after negotiating with the state of Michigan and Sappi a termination of the
restrictive covenant Sappi had imposed that required the property to be used perpetually only for
industrial purposes. Pure Muskegon’s agreement with Melching required Melching to complete
demolition of the paper mill and remove the two tall smokestacks, as well as remove a
substantial lime pile, all in accordance with the requirements of EGLE.

Since acquiring the Sappi property in 2016, Pure Muskegon engaged DPZ Partners, LLC of
Miami, Florida, an internationally recognized design firm, to prepare comprehensive
development plans for the property. Pure Muskegon also engaged a well-known west Michigan
architect, and a prominent builder, as consultants to assist in both optimizing development plans
and identifying the best developer. After extensive discussions with prospective developers over
the last several years, Pure Muskegon listed the property with Cushman & Wakefield, a global
commercial real estate services firm, earlier this year. After considering a number of additional
proposals, Pure Muskegon entered into an agreement to sell the property to Parkland. This was
based on Parkland’s long and successful track record as to major developments in west
Michigan, and particularly in the City of Muskegon. Pure Muskegon believes that Parkland
offers the best opportunity for meeting our goal for redevelopment of the Sappi property for the
long-term benefit of the Muskegon community.

Last week, some misinformation was circulated by a disgruntled potential buyer who is also a
competitor of Parkland. We understand that everyone can comment on the PUD proposal;
however, we take exception to the many untruths and gross misstatements about the current
condition of the site and its potential residential development. EGLE is certain to carefully
monitor the uses and any remediation that may be needed for Parkland’s development.

Our agreement with Parkland was amended to accommodate the City’s requirements for PUD
approval through last Thursday’s public hearing, the Planning Commission meeting set for
October 12, and the City Commission meeting set for October 24. We were encouraged by the
report of our attending members that over 200 people were at last Thursday’s public hearing, and
that support for the Parkland PUD plan was overwhelmingly favorable.

We have done our best to be good stewards as to the Sappi property and to put the best interests
of the Muskegon community first. We believe that Parkland will do so as well. We urge the
Planning Commission to recommend approval of the Parkland PUD and ask that the City
Commissioners accept that recommendation.

Pure Muskegon, LLC


By: ___________________________                     ___________________________
       Charles E. Johnson III                       Larry Hines
       Its Manager

                                                    ___________________________
                                                    Steve Olsen



Members:
Larry Hines                                         Steve Olsen
Mike Olthoff                                        Wes Eklund
Donald Tjarksen                                     Dan Kuznar
Chris Witham                                        W. Gregg Slager and Sue A. Slager
Chuck Johnson                                       Heather Kettler
John Workman                                        Greg Olson
Trip Johnson
     ARTICLE XI - B-2 CONVENIENCE AND COMPARISON BUSINESS DISTRICTS

PREAMBLE

The B-2 Convenience and Comparison Business Districts are designed for the convenience and
community shopping needs of residents in the Muskegon Area, and they are intended to be located
in planned groups near the intersection of major thoroughfares. All business establishments shall
be retail or service establishments dealing directly with consumers, and all goods produced on the
premises shall be sold at retail on the premises where produced. All business, servicing or
processing, except off-street parking or loading, shall be conducted within a completely enclosed
building, unless otherwise provided by this Ordinance and specifically approved by the City.

SECTION 1100: PRINCIPAL USES PERMITTED

In a B-2 Convenience and Comparison Business District no building or land shall be used and no
building shall be erected, structurally altered, or occupied except for one (1) or more of the
following specified uses, unless otherwise provided for in this Ordinance:

1.     Any generally recognized retail business which supplies commodities such as: groceries,
       meats, dairy products, baked goods or other foods, drugs, dry goods, and notions or
       hardware.

2.     Personal service establishments such as: shoe repair, dry cleaning shops, tailor shops,
       beauty parlors, barber shops, banks and savings and loan offices, pharmacist and
       laboratories, or any service establishment of an office-showroom or workshop nature of an
       electrician, decorator, dressmaker, tailor, shoemaker, baker, printer, upholsterer, appliance
       repair, photographic reproduction, and similar establishments that require a retail character
       no more objectionable than the aforementioned.

3.     Restaurants, or other places serving food.

4.     Professional offices of doctors, lawyers, dentists, chiropractors, architects, engineers,
       accountants, and similar or allied professions. Offices may be permitted for similar or
       allied professions. Offices may be permitted for applied technology, light technological
       research, research and development facilities with laboratories, but no industrially oriented
       production facilities shall be permitted.

5.     Office buildings for any of the following types of occupations: executive, administrative
       and professional.

6.     Post offices and other governmental office buildings.

7.     Newspaper offices and printing offices.

8.     Private clubs, lodge halls, social, and similar organizations, including assembly or rental
       halls. [amended 8/97]
9.     Contractor’s offices, with associated indoor storage: [amended 6/02]

       a.      All associated storage must be contained within a structure, and such structure
               dedicated to storage shall not exceed five thousand (5,000) square feet in size.

       b.      No toxic, hazardous or noxious materials shall be stored on the site.

10.    Recording Studios. [amended 8/02]

11.    Stores selling second hand merchandise [amended 1/12]

12.    Brewpubs. [amended 3/12]

13.    Microbreweries, Small Wineries and Small Distilleries as long as the brewing area is less
       than 2,500 square feet. [amended 3/12]

14.    Amusement and recreational facilities, including indoor and outdoor sports fields.

15.    Residential uses as part of a building in this business zone shall be allowed upon issuance
       of a Certificate of Occupancy from the Department of Inspections, but provided that the
       minimum lot area requirements of the RM-2 District are met.

16.    Accessory buildings and accessory uses customarily incidental to the above Principal Uses
       Permitted.

17.    Uses similar to the above Principal Uses Permitted.

SECTION 1101: SPECIAL LAND USES PERMITTED

The following uses, and their accessory buildings and accessory uses, shall be permitted under the
purview of Section 2332 after review and approval of the use (and a site plan, if required) by the
Planning Commission, after Public Hearing, subject to the applicable conditions, and any other
reasonable conditions imposed by the Planning Commission. A site plan shall not be required
when no external changes are made to the buildings or properties.

1.     Automobile service stations for the sale of gasoline, oil, tires, muffler tune up, not including
       major repair such as engine rebuilding, undercoating, and similar industrially oriented
       activities, and subject further to the following:

       a.      The curb cuts for ingress and egress to a service station shall not be permitted at
               such locations that will tend to create traffic hazards in the streets immediately
               adjacent thereto. Entrances shall be no less than twenty-five (25) feet from a street
               intersection (measured from the roadway) or from adjacent residential property,
               and subject to other ordinances of the City.

       b.      The minimum lot area shall be ten thousand (10,000) square feet, and so arranged
               that ample space is available for motor vehicles which are required to wait.
     c.     There shall be provided, on those sides abutting or adjacent to a residential district,
            a four foot (4') completely obscuring wall or fence. The height of the wall or fence
            shall be measured from the surface of the ground.

     d.     All lighting shall be shielded from adjacent residential districts and from abutting
            streets.

     e.     All rest rooms doors shall be shielded from adjoining residential property.

2.   Banks with drive-in facilities, when said drive-in facilities are incidental to the principal
     function.

3.   Business in the character of a drive-in restaurant, or open front store, subject to the
     following:

     a.     A setback of at least sixty (60) feet shall be provided from the street right-of-way
            line of any existing or proposed major thoroughfare.

     b.     Ingress and egress points shall be located at least sixty (60) feet from the
            intersection of any two (2) streets.

4.   Churches and other facilities normally incidental thereto subject to the following
     conditions:

     a.     The site shall be so located as to provide for ingress and egress from said site
            directly onto a major or secondary thoroughfare.

     b.     The principal buildings on the site shall be set back from abutting properties zoned
            for residential use not less than thirty (30) feet.

     c.     Buildings of greater than the maximum height allowed in Section 2100 may be
            allowed provided front, side, and rear yards are increased above the minimum
            requirements by one (1) foot for each foot of buildings that exceeds the maximum
            height allowed.

5.   Hotels, motels, sleeping inns and other facilities normally incidental thereto subject to the
     following conditions: [amended 9/99]

     a.     The maximum length of stay at the facility shall not be greater than fourteen (14)
            consecutive days.

     b.     Kitchen facilities may be allowed for some or all of the guest units, at the discretion
            of the Planning Commission, provided that not more than fifty percent (50%) of the
            units have such facilities.
     c.     The minimum floor area of each guest unit shall contain not less than two-hundred
            (200) square feet. Each guest unit shall contain a private rest room.

     d.     The minimum lot area shall be one-half (1/2) acre with a minimum width of
            seventy-five (75) feet. For any new development containing less than one (1) acre
            there shall be at least sixteen hundred (1600) square feet of lot for each guest rental
            unit. In no case is a development to exceed 24 total units.

     e.     Parking shall be provided on-site.

     f.     The Planning Commission may require a common open space area of one hundred
            (100) square feet per unit with tables and seating. This area may be located in the
            required setback.

6.   Business schools, or private schools operated for profit. Examples of private schools
     permitted herein include, but are not limited to, the following: dance schools, music and
     voice schools, and art studios: [amended 5/02]

     c.     Parking is required to be provided on the same site as the building. Shared parking
            will be allowed, if it is irrevocable, and if it will not consume any parking needed
            for a separate use.

7.   Contractor’s offices, with associated indoor storage of over five thousand (5,000) square
     feet in size: [amended 6/02]

     a.     All associated storage must be contained within a structure.

     b.     No toxic, hazardous or noxious materials shall be stored on the site.

8.   Live music concert halls, under the following conditions: [amended 8/02]

     a.     The business will operate in such a manner as to comply with the Noise Ordinance
            enacted by the City of Muskegon. No music (either live or piped) will be permitted
            outside the building.

     b.     The business will not be permitted to serve alcohol at any time to any person.

     c.     The business will maintain security staff, both inside and outside the building, at
            all times when open to customers. Loitering will not be permitted on or around the
            site.

     d.     The business will not operate between the hours of 3:00 a.m. and 8:00 a.m. No
            person of 16 years of age or younger will be permitted within the business after
            midnight and must directly exit the premises after that time.

     e.     The site and general vicinity will be maintained and litter-free, and will be checked
            for litter every day before opening.
       f.     Security lighting will be provided for the site.

9.     Self-serve, coin operated, automobile car wash, enclosed in a building.

10.    Indoor Theaters [amended 5/04]

       a.     Parking must be either on site or with an irrevocable shared parking agreement.

11.    Veterinary clinics, without outdoor kennels. [amended 5/05]

12.    Wind Turbine Facilities. [amended 10/09].

13.    Microbreweries, small wineries and small distilleries with brewing areas larger than 2,500
       square feet. [amended 3/12]

14.    Marihuana microbusinesses, designated consumption establishments, class B recreational
       grows and temporary marihuana events under the following conditions: [amended 2/21]

       a.     Microbusinesses and Designated Consumption Establishments may only be open
              between the hours of 8am – 12am.

       b.     A waste disposal plan must be approved for the disposal of waste, chemicals and
              unused plant material.

       c.     There must be a security presence in place on the property at all times, either by
              licensed security guard(s) and/or security cameras. A floor plan with security
              details is required.

15.    Accessory buildings and accessory use customarily incidental to any of the above Special
       Land Uses Permitted.

16.    Uses similar to the above Special Land Uses Permitted.

SECTION 1102: PLANNED UNIT DEVELOPMENTS [amended 10/98]

Planned developments may be allowed by the Planning Commission under the procedural
guidelines of Section 2101. The intent of Planned Unit Developments in the B-2 Convenience
and Comparison Business Districts is to allow mixed land uses which are compatible to each
other, while prohibiting nonresidential uses which would not be compatible or harmonious with
residential dwellings.
SECTION 1103: AREA AND BULK REQUIREMENTS [amended 4/00]

1.   Minimum lot size: 10,890 sq. feet.

2.   Maximum lot coverage:
          Buildings: 70 %
          Pavement: 25 %

3.   Lot width: 100 feet (shall be measured at road frontage unless a cul-de-sac, then
     measured from setback).

4.   Width to depth ratios: The depth of any lot(s) or parcel(s) shall not be more than three (3)
     times longer its width.

5.   Height Limit:
            Maximum height: 2 stories or 35 feet
            Minimum height: 2 stories or 35 feet.

            Minimum heights are in the form of an "overlay district" on the following street
            corridors:

                Western Avenue; from Ninth Street to Pine Street.
                Clay Avenue; from Seventh Street to Fourth Street.
                Pine Street; from Western Avenue to Apple Avenue.

     Height measurement: In the case of a principal building, the vertical distance measured
     from the average finished grade to the highest point of the roof surface where the building
     line abuts the front yard, except as follows: to the deck line of mansard roofs, and the
     average height between eaves and the ridge of gable, hip, and gambrel roofs (see Figure 2-
     2). If the ground is not entirely level, the grade shall be determined by averaging the
     elevation of the ground for each face of the building (see Figure 2-3).

6.   Front Setbacks: [amended 1/05]
            Minimum:
                   Expressway or Arterial Street: 30 feet
                   Collector or Major Street: 20 feet
                   Minor Street: 10 feet
            Maximum:
                   Expressway, Arterial Street or Major Street: 50 feet
                   Collector Street: 40 feet
                   Minor Street: 30 feet

7.   Rear setback: 10 feet

8.   Setback from the ordinary high-water mark or wetland: 75 feet (principal structures
     only).
9.    Side setbacks:
              1-story: 8 feet and 12 feet
              2-story: 10 feet and 14 feet

      Note, setback measurement: All required setbacks shall be measured from the right-of-
      way line to the nearest point of the determined drip line of buildings. [amended 10/02]

10.   Zero lot line option: New principal buildings may be erected on the rear lot line and/or one
      side lot line provided: [amended 10/02]

      a.     The building has an approved fire rating for zero-lot line development under the
             building code.

      b.     The building has adequate fire access preserved pursuant to fire code requirements.

      c.     The zero lot line side is not adjacent to a street.

      d.     A maintenance access easement is granted by the adjacent property owner and
             recorded with the County Register of Deeds and provided to the zoning
             administrator with the site plan or plot plan.

      e.     It is not adjacent to wetlands, or waterfront.

11.   All required side and rear setbacks shall be landscaped, greenbelt buffers, unless zero-lot-
      line is employed for a structure or fire access. At least fifty percent of all required front
      setbacks shall be landscaped and adjacent to the road right-of-way. An average minimum
      greenbelt of 10 feet shall be maintained along each street frontage. [amended 12/01,
      amended 10/02]
               ARTICLE XX – FORM BASED CODE (SEE ATTACHMENT)

 ARTICLE XXI - SCHEDULE OF REGULATIONS AND DEVELOPMENT OPTIONS

SECTION 2100

See Table I for district density, setback and lot coverage limits.

SECTION 2101: DEVELOPMENT OPTIONS

1.     Planned Unit Development (PUD) Purpose

       The purpose of this option is to permit flexibility in the regulation of land development;
       encourage innovation in land use and variety in design, layout, and type of structures
       constructed; achieve economy and efficiency in the use of land, natural resources and
       utilities; encourage provision of useful open space; provide adequate housing,
       employment, and shopping opportunities particularly suited to the needs of the residents of
       the City of Muskegon and encourage the use, reuse, and improvement of existing sites and
       buildings when the uniform regulations contained in zoning districts do not provide
       adequate protection and safeguards for the site or surrounding area.

       This option is intended to accommodate developments with mixed or varied uses, to allow
       some degree of flexibility in the application of standards and regulations in this Ordinance
       to achieve innovation to development on sites with unusual topography or unique settings
       within the community, or on land which exhibits difficult or costly development problems,
       and shall not be allowed where this option is sought primarily to avoid the imposition of
       standards and requirements of zoning classifications rather than to achieve the stated
       purposes above.

       a.      Planned Unit Development Regulations, Standards and Requirements

               1)      The entire parcel for which application is made must be under one
                       ownership or the application must be made with the written authorization
                       of all property owners.

               2)      The application shall meet the criteria established in each specified zoning
                       district.

       b.      PUD Review Procedures

               1)      A petition for a PUD approval shall be submitted in accordance with Section
                       2332 of this ordinance.

               2)      The review shall be in two phases:
     3)    The preliminary phase shall involve a review of a conceptual PUD plan to
           determine its suitability.

     4)    The final phase shall require a detailed development plan for any part of
           the approved conceptual PUD plan.

c.   Standards for Approval of PUD Plans

     The Planning Commission shall approve, deny or modify preliminary PUD plans,
     based upon the following standards. Likewise, the City Commission shall
     approve, deny, or modify final PUD plans (after review and recommendation by
     the Planning Commission) based upon the following standards.

     1)    The uses proposed will have a beneficial effect, in terms of public health,
           safety, welfare, or convenience of any combination thereof, on present and
           potential surrounding land uses. The uses proposed will not adversely affect
           the public utility and circulation systems, surrounding properties, or the
           environment.

     2)    The uses proposed should be consistent with the land use plans adopted by
           the City.

     3)    The amount of open space provided, which the Planning Commission or
           City Commission may modify even though such modifications do not
           conform to that required in other sections of this ordinance.

     4)    The amount of off-street parking areas, which the Planning Commission or
           City Commission may modify even though such modifications do not
           conform to that required in other sections of this ordinance.

     5)    The amount of landscaping and buffering areas, which the Planning
           Commission or City Commission may modify even though such
           modifications do not conform to that required in other sections of this
           ordinance.

     6)    The protection or enhancement of significant natural, historical, or
           architectural features within the proposed development area.

     7)    The uses proposed will result in safe, convenient, uncongested and well
           defined vehicular and pedestrian circulation systems.
2.   Preliminary PUD Plan Submission

     The applicant shall submit together with the application for PUD preliminary phase
     approval:

     a.     A general development plan depicting the proposed locations of streets, parking
            areas, open spaces, buildings and structures, and their spatial relationships, the
            relationship to off-site improvements and infrastructure and any unusual
            topographic features.

            1)      Approval by the Planning Commission of the PUD Preliminary Plan shall
                    remain in effect for a period not to exceed three (3) years from the date of
                    approval.

3.   Final PUD Plan Submission

     The applicant shall submit together with the application for PUD final phase approval,
     development plans in sufficient detail and in so far as possible the specific locations and
     dimensions of:

     a.     all streets, sidewalks, public and private utilities, parking areas, truck docks and
            service drives;
     b.     all buildings and structures, elevations and spacial relationships;
     c.     landscaping, buffers, fences, and protective walls;
     d.     open space areas and other significant environmental features;
     e.     existing and final topographic changes;
     f.     identification and directional signage:
     g.     a property survey prepared and certified by a licensed land surveyor;

4.   Amendments to an Approved Final PUD Plan

     a.     Incidental or minor changes may be approved by the Planning Commission if the
            proposed modifications do not alter the basic design or land uses of the plan.

     b.     If the Planning Commission determines that the proposed modifications are
            significant or major, a public notice and public hearing in accordance with Section
            2332 must be conducted prior to approval or denial.

5.   PUD Development Time Limits

     a.     Construction of the improvements shown on the approved final PUD plan with all
            proposed buildings, parking areas, landscaping and infrastructure must commence
            within one year of approval by the City Commission.

     b.     Construction must be continued in a reasonable, diligent manner and be completed
            within five (5) years.
       c.      Said five (5) year period may be extended if applied for in writing by the petitioner
               and granted by the City Commission following public notice and public hearing in
               accordance with Section 2332 of this ordinance. Failure to secure an extension
               shall result in a stoppage of all construction.

SECTION 2102: PLANNED UNIT DEVELOPMENT OVERLAY

The intent of Planned Unit Developments (PUD) is to allow for flexibility in the design of
developments, to allow for the preservation of open space; allow for economies in the provision
of utilities and public services; provide recreational opportunities; and protect important natural
features from the adverse impacts of development.

An overlay PUD (flex-zone) is hereby established in the City of Muskegon which encompasses
the following properties:

Bluffton Bay
1.     All of block 715 Revised Plat (1903), City of Muskegon, Muskegon County.

2.     That part of Block 714, Revised Plat (1903), City of Muskegon, Muskegon County,
       Michigan. Described as follows: Commence at the Southwest corner of Block 715 of said
       Revised Plat, for Point of Beginning; thence South 0043’48” West along the West line of
       said Block 715, extended, 137.80 feet; thence South 4133’45’ East 514.10 feet to the
       Northwesterly line of Sampson Street, if extended; thence North 4834’44” East along said
       Northwesterly line 295.35 feet to the East line of said Block 714; thence North 0043’48”
       East along said East line 327.08’ to the Southeast corner of said Block 715; thence West
       along the South line of said Block 715 a distance of 564.96 feet to Point of Beginning.
       Containing 4.76 acres

3.     That part of Lot 12 Block 702 of the Revised Plat of 1903 of City of Muskegon, Muskegon
       County, Michigan, described as follows: Commencing at the North most corner of Lot 8
       and said Block 702, thence Northwesterly along the Southwesterly line of Lake Shore
       Drive 315.65 feet to the intersection of said Southwesterly line of Lake Shore Drive and
       the Southeasterly line of Lot 10 of said Block 702 extended Northeasterly to said
       Southwesterly line of Lake Shore Drive, thence Southwesterly along said Southeasterly
       line of said Lot 10 extended a distance of 145.00 feet to the South most corner of said Lot
       10 for Point of Beginning, thence continue Southwesterly on the extension of said
       Southeasterly line of Lot 10 a distance of 157.50 feet, thence Southeasterly parallel to said
       Southwesterly line of Lake Shore Drive 146.00 feet, thence Southwesterly parallel to the
       Northwesterly line of Lot 8 of said flock 162.44 feet, thence Southerly parallel to the West
       line of said Block 380 feet more or less to a point on the Northwesterly line of Lot 6 of said
       Block, thence Southwesterly along the Northwesterly line of said Lot 6 a distance of 35
       feet more of less to the West most corner of said Lot 6, thence Southeasterly along the
       Southwesterly line of said Lot 6 a distance of 133.50 feet to the Northwesterly line of
       Sampson Street, thence Southwesterly along the Northwesterly line of Sampson Street
       315.3 feet to the Southwesterly corner of said Block 702, thence Recommence at Point of
       Beginning, thence Northwesterly along the Southwesterly line of said Lot 10 extended
       Northwesterly 100.00 feet, thence westerly 70.50 feet to the Southeast corner of Lot 11 of
       said Block, thence Westerly along Southwesterly line of said Lot 11 extended Westerly
       192.70 feet to the West line of said Block 702, thence Southerly along said West line
       1196.5 feet to the Southwest corner of said Block 702.

Wildwood Creek
1.    Property generally North of Ruddiman Creek, East of Barclay, directly South of the Moose
      Lodge; all of parcel 61-30-36-400-004 and approximately the North half of parcel 61-30-
      36-400-021.

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