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CITY OF MUSKEGON PLANNING COMMISSION REGULAR MEETING DATE OF MEETING: Thursday, July 11, 2024 at 4 pm PLACE OF MEETING: Commission Chambers, First Floor, Muskegon City Hall AGENDA I. Roll Call II. Approval of minutes from the meetings of June 13, 2024. III. Public Hearings A. Hearing, Case 2024-13: Request to amend the planned unit development (PUD) at Harbor 31 to include the addition of a fence at 140-146 Viridian Dr. B. Hearing, Case 2024-14: Request for a planned unit development (PUD) at 920 Washington Avenue (the Watermark), 965 W. Western Avenue (Shaw-Walker building), and 1330 Division Street (vacant lot) for additional residential and commercial development. C. Hearing, Case 2024-15: Request to amend the planned unit development (PUD) at 3400,3460, 3474 Wilcox Avenue, 1875 Waterworks Road, and 1490 Edgewater Street (the Docks). IV. New Business A. Case 2024-16: Request for a minor amendment to the planned unit development (PUD) at Hartshorn Village to add fuel tanks outside of the building at 1100 Adelaide Blvd. B. Case 2024-17: Request for a site plan review for a new 15,063 sf building at 0 Stebbins Rd (Property # 24-115-300-0001-20), by the Muskegon Area Intermediate School District. V. Old Business A. Approval of bylaws 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. clerk@shorelinecity.com 1 Staff Report July 11, 2024 Hearing, Case 2024-13: Request to amend the planned unit development (PUD) at Harbor 31 to include the addition of a fence at 140-146 Viridian Dr. SUMMARY 1. The Lakefront Condo Association (LFCA) at 140-146 Viridian Drive has requested to amend the Harbor 31 PUD to allow for a fence to be placed on their property. The request is for a four-foot, black, aluminum fence (see details in attachment/memo from applicant). There would not be any gates on the fence and it would be open near the driveway approach and along the boardwalk. The applicant is requesting the fence to keep people from trespassing on the property to access the boardwalk. 2. Please see the original PUD resolution for this development, located within the attachment/memo from the applicant. The fifth condition listed on approval states “As much of the open space as possible, especially near the marina and lakeshore pathway, should be either left natural, or planted with native species in order to retain and enhance habitat.” The property has been landscaped near the edge of the boardwalk. 3. The PUD requires that there will be two public access walkways to the boardwalk, which will soon be installed. One will be located just to the east of Parmenter Law and one just west of the new senior living facility. 4. Notice was sent to all properties within 300 feet of the subject property. At the time of this writing, staff had received one written comment. Please see the enclosed comment from Bill Fohlbrook, who is a resident of the development, and is opposed to the fence. 140-142 Viridian Dr from the boardwalk 2 Zoning Map Aerial Map 3 Proposed location of fencing in yellow Fencing Type 4 STAFF RECOMMENDATION Staff does not believe the addition of the fencing will be in contrast to the fifth condition of approval of the original PUD, which states “As much of the open space as possible, especially near the marina and lakeshore pathway, should be either left natural, or planted with native species in order to retain and enhance habitat.” The fencing will not be gated and will also not be located along the boardwalk. The waterfront, south of the boardwalk, has been heavily planted. However, staff also agrees with Mr. Folbrook that the fence may do little to address the trespassing concerns. Landscaping may prove to be a better method of addressing the issue. DELIBERATION The following proposed motion is offered for consideration: I move that the request to request to amend the planned unit development (PUD) at Harbor 31 to include the addition of a fence at 140-146 Viridian Dr be recommended to the City Commission for denial. 5 From: Bill Fohlbrook To: Mike Franzak; Planning Cc: Mayor Ken Johnson; Jake Eckholm; thelenv@gmail.com Subject: Case #2024-13 Ref. Letter dated June 26, 2024 Date: Wednesday, July 3, 2024 8:48:55 AM Mr. Franzak / Muskegon City Planning - Board of Commissioners Thank you for allowing Vicky and I another opportunity to input on the proposed Harbor 31 PUD amendment allowing LFCA to install a 4-foot fence directly east of our home at 140 Viridian Drive and what I understand are also plans connect to or go around our garage. Unfortunately, due to business obligations (two hour zoom) I’m unable to attend the planning commission meeting in person, possibly Vicky may, or do you also Zoom? The planning commission is welcome to come by before or after the meeting if they would like to view what is being proposed and it is OK to share this email at the meeting. As we have previously discussed / expressed on multiple occasions to Mayor Ken Johnson, Mr. Eckholm, yourself and to LFCA members, we are strongly opposed to a fence being installed directly next to our home at the east end of LFCA. As full-time / year-round residents for the past 13 years along with 25% ownership of LFCA, we do not see the need for it, which described by LFCA HOA President (Fence & No Trespassing signage) as a way to “Change the Behavior of Muskegon Residents” and Enhance our Security. The LFCA President has in the last month installed multiple No Trespassing signs around the entire property, some in 5-gallon pales and painted same on the city boardwalk which we also opposed. I think these actions do more to give Muskegon residents / visitors to the area the appearance of wealth and arrogance, maybe cause more issues if they think something is being taken away, not openness. I see LFCA emails documenting people (even nearby neighbors that I recognize) walking into LFCA via the driveway, also lost folks in cars looking for the VS driveway, pulling in daily and turning around, upsetting the HOA President & Wife, next they will be proposing a gate across the driveway… We do not feel our safety is at risk, or that a 4-foot fence would do more to make us more secure, be an effective deterrent to stop someone as LFCA leadership refers to as trespassers from coming onto the lawn if they really wanted to. They have open access and convenient steps just a few feet away in Parmenter’s parking lot to access LFCA via the board walk. Our position to LFCA Board, which we are members, is if they want a fence on the west / south west end dividing LFCA and the new VS development, we will not oppose. We personally do not believe installing fences at Harbor 31 is what is needed. Suggest instead LFCA should use some HOA funds and donate to Harbor 31 Board on top of our quarterly dues so they can mow the weeds in the fields/sidewalks once in a while, certainly not a good look or impression of prosperity for Muskegon. I do 100% agree that Parmenter, if wanting to be a good/much better neighbor to LFCA should manage their afterhours parking lot activities & guests, especially on the weekends, holidays and enforce there posted “no afterhours parking - towaway signage” I have expressed my disappointment many times with Mr. Kelly. Maybe a commitment from him would temper the desire for a fence. Agreed, there guests at times do create daytime & after-hours noise, music, lots of loud, very foul language, litter, dump diapers in our lawn, unattended minors are dropped off, use Parmenter’s yard as a bathroom. It can and does make us feel uncomfortable at times, push us back inside our home, off our decks, make it difficult to entertain guests not knowing who might be camped out in front that night. A 4-foot fence will not stop that. On a positive note, we have noticed the increased police presence down here this summer but have yet to see anyone actually pull into the Parmenter lot, observe, get out of the car, speak to any of the users. In closing LFCA HOA president has stated that the fence ($20,000 investment) will positively impact our home values. In our opinion and considering that we will be the first in the neighborhood with a "fence" it may actually detract from the aesthetic appeal of this area, potentially lowering property values, adding to concern regarding crime and impacting public services provided by the city, such as garbage, recycling collection, emergency services, additionally USPS, Amazon, UPS, and other service deliveries. Some drivers tend to walk in from Parmenter’s lot to deliver instead of driving around. Alternative option to consider on the East side to PUD amendment - permit request A row of decorative 4-foot shrubs/evergreens along the east property line, up to the trees would be more aesthetic, serve as a barrier, property line marker and be GREEN. Remove ugly No Trespassing signs and the painted on No Trespassing in BLACK at west end of LFCA on the city boardwalk. Is that even allowable? Thank You, feel free to call or stop by. Enjoy the long Fourth of July Weekend! View standing on Boardwalk – LFCA Property line is @ on the lower darker green mower tire track where fence will go a 1/3 the way up if they follow property lines View from Parmenter Lower Lot – LFCA Property Line @lower darker green mower tire track Bill Fohlbrook / Vicky Thelen 140 Viridian Drive, Muskegon (231) 375 9041 WARNING: This email originated outside of the City of Muskegon email system! DO NOT CLICK links if the sender is unknown. NEVER provide your User ID or Password. Hearing, Case 2024-14: Request for a planned unit development (PUD) at 920 Washington Avenue (the Watermark), 965 W. Western Avenue (Shaw-Walker building), and 1330 Division Street (vacant lot) for additional residential and commercial development. SUMMARY 1. The Original PUD for the Watermark included five phases, spread over four addresses. However, only the first two phases were completed. Phases 3-5 were not completed and have since expired according to Section 2101 of the zoning ordinance (see zoning ordinance excerpt of following page). 2. The new PUD is being proposed on 920 Washington Ave, 965 W Western Ave, and 1330 Division St. It excludes 930 Washington Ave, which is the completed Phase I of the original PUD. 3. Please see the attached “Site Layout Map.” Phase I of this PUD will include 350 apartments, 9,917 sf of commercial (including a restaurant), and a parking lot at the corner of Western/Division. This will all take place on the parcel known as 920 Washington Ave and will include buildings 3, 4, 5, and 6. Commercial units will be located on the first floor of building 4. Building 2 (former Watermark 920 event center) will now host up to 13,970 sf of commercial suites. 4. Phase II will include 100 apartments, 70 condominiums, and 37 townhouses (site plan incorrectly notes 33 townhouses). The apartments and condominiums will be located on the 920 Washington Ave parcel as well, south of Phase I. the townhomes will be located on 965 W Western Ave in the current Knoll parking lot. 5. An enclosed dumpster is proposed just north of the pickleball courts. There is also an existing dumpster enclose in front of building 2. There will also be dumpsters located inside building 7. 6. Please see the attached “Unit Matrix” for a description of unit sizes. 7. The one-story building that currently houses Knoll (building 7), an industrial business, will be used for indoor parking, which will include 112 parking spaces. 8. The underlying zoning for this property is Form Based Code, Neighborhood Edge. There are no parking minimums required in this zoning district, but rather parking maximums. The code allows up to one parking space per dwelling unit and one parking space per 350 sf of floor area for commercial uses. This would allow up to 625 parking spaces on site, not included covered parking. There are 499 outdoor parking spaces proposed in this plan. Thirty-four of these spaces are existing in front of building 2. There are no bicycle racks proposed on the plan. 9. Loading zones are proposed on both sides of Division St in front of building 3 and the pickleball court/parking lot. 10. Notice was sent to all properties within 300 feet of the subject property. At the time of this writing, staff had not received any comments from the public. 6 Building Map • Building 1 is the existing Watermark Condominium. • Building 2 is the former Watermark 920 Event Center. • Building 2, and building 4 on the first floor, will have new retail space. • Building 3, 4 and 5 are planned to have 432 new apartments. • Building 6 is planned to have 69 new condominiums. • Proposing to build 37 new townhomes to shield Building 7. Refurbish the outside of Building 7 (former Knoll factory) and use the building as an indoor parking garage. • Rooftop pool, hot tub, and two clubhouses on top of building 4, and part of building 3. 7 Recent Zoning History of Property - Planning Commission Case 2003-14: Rezone the property from I-2, General Industrial to I-1, Light Industrial. - Planning Commission Case 2003-15: Preliminary PUD approval of a mixed-use, commercial and residential development. - Planning Commission Case 2003-16: Final PUD approval for Phase I of a mixed-use, commercial and residential development. - Planning Commission Case 2004-16: Final PUD approval for Phase II containing 10840 square feet of commercial space at Washington and Division. - Zoning Board of Appeals Case 2005-19: Variance from Section 2334 of the Zoning Ordinance to erect a 2250 square foot banner advertising Watermark Lofts. - Planning Commission Case 2007-47: Amend the Final PUD for Phase II for additional parking for an assembly/rental hall. - Site Plan Review Case 2008-04: Minor Site Plan Review for a building footprint increase of 3130 square feet and development of a new parking lot. - Site Plan Review Case 2010-35: Minor Site Plan Review to revise the scope of work for a banquet facility and parking lot improvement project. - Planning Commission Case 2020-20: Amend Section 2331 of the Zoning Ordinance to expand the marihuana facilities overlay district to allow for MMFLA and MRMTA Growing, Processing, and Provisioning/Retail license types at 965 W. Western Avenue, 920 Washington Avenue, and 1330 Division Street. Zoning Ordinance Excerpt: Section 2101 #5 8 Zoning Map Aerial Map 9 Original PUD (Case 2003-16). Phase 1 was completed. Phase 2 was amended (Case 2007-47) to modify banquet center and eliminate additional building at corner of Washington/Division. Phases 3-5 never commenced. STAFF RECOMMENDATION Staff recommends approval of the PUD with the condition that the applicant receives a stormwater permit from the Engineering Department and that a revised site plan showing an appropriate number (as required by the code) bicycle racks. Staff may have more recommendations at the meeting. DELIBERATION The following proposed motion is offered for consideration: I move that Phases 2-5 of the original Planned Unit Development at the Watermark (Case 2003-16) be revoked and that the request for a planned unit development (PUD) at 920 Washington Avenue (the Watermark), 965 W. Western Avenue (Shaw-Walker building), and 1330 Division Street (vacant lot) be recommended to the City Commission for approval with the following condition. 1. The applicant receives a stormwater permit from the Engineering Department. 2. A revised site plan showing bicycle racks is approved by staff. 10 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64' 112"=1'-0" 1"=1'-0" 3 4"=1'-0" 1 2"=1'-0" 3 8"=1'-0" 1 4"=1'-0" 3 16"=1'-0" 1 8"=1'-0" 3 32"=1'-0" 1 16"=1'-0" 1 32"=1'-0" Parkland Properties BM #1: TOP OF SW BOLT ON HYDRANT BM #2: SET RAILROAD SPIKE IN SOUTH 75 W Walton Ave., Suite A, UNDER "TRAVERSE". ELEV = 593.57 (NAVD 88) FACE OF POWER POLE. ELEV = 594.71 (NAVD 88) Muskegon, MI 49440 59O4H OH OH OH OH 231-722-7001 EX. 10" C.I. WM OH EX. 36" FORCE MAINSS OH EAST LIMITS OF TOPO BM #3: SET RAILROAD SPIKE IN SOUTH FACE SS SS SS SS SS SS SS OSS SS SS SS EX. 6" C.I. WM H https://parklandmi.com/ OH OF LIGHT POLE. 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All digital information shall be verified against dimensions 39.77' CONC 9.1' NORTH OF PROPERTY LINE G SS REGISTRATION SEAL Gshown, field Gconditions, UNDERGROUND BULLETINS, ADDENDUMS GASor notes to verify L7 S01°34'19"W 0.30' OH SET "X" IN CONC FENCE CORNER 4.1' NORTH OF PROPERTY LINE SECTION CORNER OH STM MH #6131 OH FENCE 2.8' NORTH OF PROPERTY LINE G accuracy of the information contained in the CAD files is current. 22.1' OH 4 60 4 60 L8 S88°25'41"E 0.40' 605 SS + 159.9'+ OH SITE BENCHMARK UNDERGROUND ELECTRIC SAN MH #15002 ST UE UE FFE=597.73 FFE=597.71 G OH OH OH OH OH OH OH OH OH OH OH Any unauthorized modification or reuse of the materials shall be at L9 S00°42'58"W 29.45' 606 M=S89°51'24"W 412.33' OH SOIL BORING UNDERGROUND TELEPHONE SW CORNER, GRAVEL SE CORNER, D=S89°52'30"W OH CHAMBERS JOHNSON TRUST SS USER's sole risk, and USER agrees to defend, indemnify, and hold BLOCK 475 61-24-205-476-0001-00 ST W RIGHT-OF-WAY LINE, DIVISION STREET 824 WASHINGTON AVE PENTECOST LEROY W 61-24-205-476-0001-01 BLOCK 475 CHAMBERS JOHNSON TRUST L10 N88°25'41"W 8.43' S LINE, BLOCK 475 FOUND STEEL BAR harmless,UNDERGROUND from all claims, injuries,SANITARY SEWER GROESBECK FAITH J/ 848 WASHINGTON AVE S00°00'25"W 182.21' SS SS 61-24-205-476-0001-04 NEDERVELD damages, 80.0' CHAMBERS JOHNSON TRUST 854 WASHINGTON AVE 61-24-205-476-0001-05 GROESBECK SANDRA G L11 S88°38'32"E 12.93' 840 WASHINGTON AVE losses, expenses, and attorneys fees arising out of the unauthorized PENTECOST LEROY W 61-24-205-476-0001-03 SS 832 WASHINGTON AVE 61-24-205-476-0001-06 FOUND IRON PIPE PENTECOST LEROY W UNDERGROUND STORM SEWER 61-24-205-476-0001-02 ST ST ST 8" CONC RETAINING WALL 816 WASHINGTON AVE 1404 DIVISION ST DUMPSTER modification or use of these materials. L12 S02°11'01"W 21.28' AREA OH SET STEEL BAR CHAIN LINK FENCE OH SS ST L13 N87°48'59"W 28.01' FFE=609.68 G 199.1' MANHOLE Drawings are Copyrighted. MINOR CONTOUR + 9 SPACES 8 SPACES 21.8' EX. 24" SAN. CATCHBASIN SS INDEX CONTOUR ST 7 SPACES 10" CONC RET WALL HYDRANT OH ELECTRIC VEHICLE CHARGER G 21 SPACES SS 78.0' ST WATER VALVE SOUTH LIMITS OF TOPO ASPHALT ST ST UTILITY POLE OH SS ST 18 SPACES G LIGHT POLE CONCRETE 1.5' 63.6' 1.9' 221.00' STM MH #15003 CLEANOUT S89°34'02"W 476.58' ST SW CORNER, G G G G G G G G G G G G G G OH GRAVEL OH BLOCK 474 N RIGHT-OF-WAY LINE, WASHINGTON AVENUE BUILDING 1.1' NORTH OF PROPERTY LINE DECIDUOUS TREE WASHINGTON AVENUE *LEGEND FOR ULTA SURVEY INFORMATION LOCATED ON SHEET AL.2 PROJECT NO. 22201625 SURVEYOR'S NOTES BOUNDARY SURVEY AND IMPROVEMENTS SHOWN PER PROVIDED ALTA / NPS LAND TITLE SURVEY BY NEDERVELD, INC. DATED JANUARY 4, 2023 WITH PROJECT NUMBER 22201625. STORM SEWER STRUCTURE LIST SANITARY SEWER STRUCTURE LIST EX. STM MH #4336 EX. STM CB #8557 EX. STM MH #2424 EX. STM CB #1482 EX. SAN MH 5 EX. SAN MH #2648 ELEVATIONS ADDED TO PROVIDED SURVEY. RIM = 591.42 RIM = 592.76 RIM = 598.48 RIM = 588.98 RIM = ? RIM = 598.05 DATE OF FIELD SURVEY : DECEMBER 5, 2023 12" CONC S INV = 587.62 12" CONC S INV = 589.89 8" PVC W INV = 596.18 12" CONC E/NE INV = 585.53 (36" FORCE MAIN 24" VCP N INV = 592.22 12" CONC N INV = 587.52 6" PVC NE INV = N/A 8" PVC W/NW INV = 585.68 ENCLOSED PIPE 24" VCP S INV = 592.22 SOURCE BENCHMARK - NORTH AMERICAN GEODETIC SURVEY (NGS) 12" CONC NW INV = 587.67 NO INVERTS) 4" VCP E INV = 593.80 EX. STM MH #8481 DESIGNATION: X316 12" CONC NE INV = 587.67 EX. STM MH #2782 EX. STM CB X RIM = 593.22 PID: OL0358 RIM = 598.31 RIM = 593.46 EX. SAN MH #4169 10" CONC NW INV = 587.62 EX. SAN MH #2367 ELEVATION = 587.89 (NAVD 88) 6" PVC SW INV = 595.67 8" VCP SW INV = 591.96 RIM = 592.20 EX. STM CB #3774 30" CONC E INV = 586.77 RIM = 594.92 12" CONC N/NE INV = 594.96 12" PVC NE INV = 585.35 RIM = 591.10 30" CONC W INV = 586.77 8" PVC SE INV = 590.92 ELEVATIONS HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD '88). 12" PVC S INV = 585.35 12" CONC SW INV = 587.45 12" CONC SW INV = 588.84 8" PVC W INV = 591.00 EX. STM CB #3752 12" CONC S/SW INV = 587.82 EX. STM MH #2842 RIM = 591.93 E UTILITIES SHOWN HEREON ARE BASED UPON A COMBINATION OF ABOVE GROUND OBSERVATIONS AND EX. SAN MH #4282 EX. SAN MH #2141 AV EX. STM CB #4362 RIM = 597.72 12" CONC W INV = 588.58 RN THE RESULT OF A "MISS DIG" REQUEST THEY SHOULD NOT BE INTERPRETED TO BE EXACT LOCATIONS RIM = 592.47 RIM = 595.70 TE RIM = 591.67 EX. STM MH #4617 12" CONC N INV = 591.12 ES NOR SHOULD IT BE ASSUMED THAT THEY ARE THE ONLY UTILITIES IN THIS AREA. THIS SURVEY SHOULD 15" PVC N INV = 585.54 24" VCP N INV = 589.61 8" PVC SW INV = 588.92 RIM = 595.73 12" CONC S INV = 592.56 .W NOT BE RELIED UPON TO DEPICT THE LOCATIONS OF ALL UNDERGROUND UTILITIES. 15" PVC S INV = 587.57 24" VCP S INV = 589.61 W 12" CONC NE INV = 592.72 EX. STM MH #3846 12" CONC E INV = 592.43 12" CONC SW INV = 592.42 RIM = 592.10 6" PVC E INV = 587.44 8" PVC NW INV = 590.95 CONNECTIVITY AS SHOWN HEREON IS BASED UPON BEST AVAILABLE INFORMATION. HOWEVER, LACKING EX. STM MH #3879 12" CONC S/SW INV = 592.58 RIM = 591.91 12" CONC N/NE INV = 591.93 12" CONC E INV = 588.15 EXCAVATION, THE EXACT LOCATION OF ALL UNDERGROUND FEATURES CANNOT BE ACCURATELY, EX. SAN MH #1536 E 12" CONC S INV = 587.06 18" CONC E/NE INV = 588.11 EX. STM CB #2837 12" IRON NW INV = 588.15 EX. SAN MH #4615 AV COMPLETELY AND RELIABLY DEPICTED. RIM = 589.24 AY 12" CONC N INV = 587.19 24" CONC N INV = 586.93 RIM = 597.23 12" CONC S INV = 587.20 RIM = 595.24 . CL 12" CONC SW INV = 595.03 12" IRON W INV = 587.65 6" PVC N INV = 589.70 12" VCP SE INV = 584.62 W FOUNDATIONS BELOW GROUND SURFACE AND ANY OTHER BELOW GROUND IMPROVEMENTS, IF ANY, 24" CONC S INV = 587.18 E. EX. STM MH #4356 6" PVC S INV = 589.70 24" VCP N INV = 583.24 AV WERE NOT LOCATED UNDER THE SCOPE OF THIS SURVEY. 9T 8T ER RIM = 592.12 EX. STM MH #4616 24" VCP S INV = 583.27 H EX. STM MH #4157 SH H ST EX. STM MH #2026 ST ST OR EB 8" PVC NE INV = 587.62 RIM = 594.46 RIM = 591.55 . RIM = 595.66 . EX. SAN MH #2694 11 EL W. WESTERN AVE W R. 12" CONC N INV = 587.22 30" CONC N INV = 586.76 EX. SAN MH #12507 TH D 12" CONC N INV = 589.81 " CONC E INV = 585.05 IN AY RIM = 598.73 E RIM = 593.55 ST W 10" CONC NW INV = 588.12 30" CONC W INV = 586.76 12" CONC S INV = 590.21 12" CONC W INV = 585.05 DR . EA 24" VCP N INV = 593.78 SHO 12" CONC S INV = 587.12 24" VCP N INV = 583.20 . S 12" CONC SE INV = 585.05 12" CONC NE INV = 590.46 24" VCP S INV = 593.78 24" VCP S INV = 583.20 REL PROJECT AREA EX. STM LB #2445 12" CONC W/NW INV = 590.21 " CONC S INV = 585.05 24" VCP W INV = 593.83 MICHIGAN AVE E 8" VCP E/W INV = 588.63 RIM = 600.38 INE AV EX. STM MH #4309 FRANKLIN ST. N (E/W PIPE ENCLOSED) SO 10" PVC W/SW INV = 598.18 EX. STM MH #15005 DR. D RIM = 592.73 HU 6" PVC E INV = UNK EX. STM CB #2136 RIM = 594.27 EX. SAN MH #2659 12" CONC N INV = 586.94 (OVERFLOW STRUCTURE) RIM = 595.28 36" CONC NW INV = 581.87 RIM = 598.30 EX. STM MH #2035 12" CONC S/SE INV = 588.73 12" CONC E/SE INV = 591.98 24" VCP N INV = 592.75 RIM = 594.90 . WASHINGTON AVE 36" CONC S INV = 581.87 DR 12" CONC SE INV = 588.08 8" PVC W/NW INV = 590.78 24" VCP S INV = 592.75 12" VCP N INV = 587.13 E BARCLAY ST. HUDSON ST. 4" STEEL NE INV = 590.59 OR 30" CONC E INV = 586.83 EX. STM CB #2710 HENRY ST. 12" VCP W INV = 587.05 GLADE ST. 10" VCP W INV = 592.85 SH 24" CONC W INV = 586.76 RIM = 599.18 KE CONC SW INV = 587.03 6" PVC W INV = 597.31 EX. STM CB #1962 EX. STM MH #12512 LA EX. STM MH #1537 R 8" VCP E INV = 596.43 RIM = 595.36 RIM = 593.60 W. GRAND AVE W. GRAND AVE RIM = 589.39 12" CONC SW INV = 590.54 24" VCP N INV = 584.90 DIVISION ST. BEIDLER ST. EX. STM CB #8505 12" VCP S INV = 585.19 EX. STM MH #2761 8" VCP W/SW INV = 591.96 24" VCP S INV = 584.90 RIM = 592.01 12" VCP NW INV = 585.14 A 06/24/24 DOC REL 09 - ADDENDUM A 12" CONC S INV = 589.81 RIM = 599.47 EX. STM MH #1526 8" VCP E INV = 588.10 8" VCP NW INV = 588.85 06/03/24 DOC REL 07 - IFB W. SOUTHERN AVE W. SOUTHERN AVE 12" CONC N INV = 593.82 RIM = 588.79 Know what's below. EX. STM MH #8482 8" VCP E INV = 596.17 15" CONC S INV = 585.69 04/22/24 DOC REL 05 - 85% CD 8" VCP W INV = 595.92 12" CONC W/SW INV = 585.49 EX. STM CB #12652 RIM = 592.66 03/11/24 DOC REL 04 - 50% CD Callbefore you dig. 30" CONC E INV = 587.53 30" CONC W INV = 587.46 EX. STM CB #2886 EX. STM MH #15003 RIM = 593.46 8" VCP SW INV = 591.96 02/09/24 DOC REL 03 - PRICING LOCATION MAP NOT TO SCALE EX. STM MH #15736 RIM = 597.20 RIM = 598.98 8" VCP W INV = 596.48 RIM = 603.52 36" CONC N INV = 591.55 36" CONC S INV = 591.57 REV 01/22/24 DATE DOC REL 02 - DD DOC REL ## - DESCRIPTION EX. STM MH #15737 30" CONC SSW INV = 587.61 EX. STM MH #15004 RIM = 595.77 36" CONC NNW INV = 582.34 RIM = 594.42 30" CONC SSW INV = 588.72 36" CONC SE INV = 582.34 30" CONC W INV = 588.24 30" CONC ESE INV = 588.72 PROJECT # 2300029 PROJECT MANAGER M. VANWIENEN DESIGNED BY Designer DRAWN BY Author QUALCHECK Checker SHEET TITLE EXISTING CONDITIONS GHAFARI ASSOCIATES © 2023 Project Manager RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's / Engineer's liability for any and all claims, including but not limited to those arising out of the Drawn by Surveyor's / Engineer's STEVEN A. MORRIS 902 WASHINGTON AVE professional services, negligence, gross MUSKEGON, MICHIGAN 220 Hoover Boulevard HEI Project Number misconduct, warranties or misrepresentations shall Holland, Michigan 49423-3766 www.hollandengineering.com V-101 23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W CITY OF MUSKEGON, MUSKEGON CO., MI. be deemed limited to an amount no greater than the service fee. T 616-392-5938 F 616-392-2116 SHEET NUMBER 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0" 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64' 112"=1'-0" 1"=1'-0" 3 4"=1'-0" 1 2"=1'-0" 3 8"=1'-0" 1 4"=1'-0" 3 16"=1'-0" 1 8"=1'-0" 3 32"=1'-0" 1 16"=1'-0" 1 32"=1'-0" OH OH OH OH 594 OH OH OH OH OH OH OH SS SS SS SS SS G STM MH #12512 OH SAN MH #1537 SS Parkland Properties G OH SS OH SS 75 W Walton Ave., Suite A, OH OH OH OH Muskegon, MI 49440 OH OH OH OH G G 588 G G G G OH OH OH SS OH OH OH SS 231-722-7001 OH OH 588 OH OH SS OH OH https://parklandmi.com/ OH STM CB #1482 G OH OH 0' 20' 40' 80' SS OH ST SS OH OH ST ST OH 5 ST SS 90 W. W OH OH EST SCALE 1" =40' OH ST ST SS ERN AVE OH + OH SS OH 589 NUE OH G OH FFE=595.33 SS ST OH ST + OH ST 594 OH G SS FFE=593.64 OH SS OH OH ST OH ST XXXXXX OH SS ST XX XXXXXX OH OH + XXXXXX SS FFE=595.08 OH ST STM CB #1482 OH XXXXXX SS OH ST ST OH EX. FDC XXXXXX OH OH XXXXXX OH SS ST ST OH LOCATION FFE=595.11 + XXXXXX OH OH OH XXXXXX OH OH OH STM MH #1526 SS XXXXXX OH OH ST XXXXXX SS SS ST XXXXX 59 X 0 591 SS SS OH X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ST SS REMOVE EX. FENCE SANMH #1537 SS ST 59 37 OTTAWA NW SS SAN MH #1536 0 SS SUITE 700 OH ST SS SS ST 592 STM MH #15005 GRAND RAPIDS, MI 49503-2900 USA SS TEL +1.616.771.0909 SS OH ST SS www.ghafari.com SS ST 591 SS SS OH ST ST SS SS ST SS SS OH ST ST SS FFE=595.35 + SS ST SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SAWCUT & REMOVE 2 59 OH 593 ST SS SS SS SS SS SS SS SS SS SS SS ST SS SS SS SS SS SS SS SS SS SS SS SS EX. CONCRETE CURB (TYP.) SS ST SS OH ST ST ST ST 594 SS SS ST SS OH ST ST ST 59 SAWCUT & REMOVE SS 3 SS ST EX. CONCRETE CURB (TYP.) SS OH ST ST ST CONSULTANT INFORMATION SS G SS ST SAWCUT & REMOVE SS + EX. CONCRETE (TYP.) ST + SAN MH #2035 ST ST SS FFE=595.36 593 SS ST FFE=595.43 OH SS G ST ST ST SS SS ST REMOVE OH 5 SAN MH95#2367 ST ST ST SS 5 59 SS ST 594 OH G 591 1 592 590 0 593 592 593 59 59 SS ST ST ST SS SS ST ST OH STM CB #2136 STM CB #1962 594 + REMOVE 596 ST ST FFE=595.43 STM MH #2026 SS EXISTING ST ST SAN MH #2141 G 596 REMOVE EXISTING ST SS OH 595 GRAVEL BITUMINOUS ST ST SAWCUT & REMOVE SS ST SAWCUT & REMOVE ST SS OH EX. CONCRETE (TYP.) FFE=596.15 + EX. FDC EX. CONCRETE CURB (TYP.) ST EX. FDC ST LOCATION G 597 SS ST 596 SAN MH #4615 LOCATION ST SS OH 12 STM CB #8557 SAWCUT & REMOVE ST XX X X X X X X X ST EX. CONCRETE (TYP.) X X X XX SS ST STM MH #8481 ST SS OH G G G G G G G G G G G G G G G G ST G STST 597 593 XXXXXXXXXXXXXXXXXXXXX ST ST XXXXXXXXXXX SS X X X XX X X 597 ST XXXXX SS G ST OH 592 OH ST ST ST ST ST ST STM MH #2837 XXXXX ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST G X X XX X ST SAN MH #2648 G XXXX 598 STREET ST ST XXXX G STM MH #4616 STM MH #2842 ST SS XXX ST OH SS ST ST ST FFE=597.70 + XXX 593 XXX G XXX G G SAN MH #2659 XXX 594 ST XXX STM MH #15737 ST 595 OH ST 594 OH OH OH OH OH OH OH OH OH XXX SS XXX G + STM MH #2782 XXX G ST XXX ST OH STM MH #4617 598 XX ST FFE=598.08 SS DIVISION STM MH #2424 XX OH XX XX ST STM MH #15736 ST ST OH XX ST REGISTRATION SEAL G XX SS G XXXXXXXXX 596 REMOVE EX. CONCRETE XXXXXXXX ST XXXXXXXXX RETAINING WALLS (TYP.) OH XXXXXXXXX ST XXXXXXXXX SS SAWCUT & REMOVE XXXXXXXX OH G A XXXXXXXX X X X X X X59X7X ST EX. CONCRETE CURB (TYP.) OH XXXXXXXX ST G LINE TABLE XXXXXXX SS XXXXX XXXXX ST XXXXX OH 598 ST G SS LINE BEARING LENGTH ST SAN MH #2694 599 OH G ST L1 S09°23'07"W 9.68' SAWCUT & REMOVE G OH 599 SS EX. CONCRETE SIDEWALK 599 ST OH ST C L2 S83°24'04"E 13.72' ST XXXXXXXXXXXXXXXX SS 600 G XXXXXXXXXXXX XXXXXXXXXXXXXXXX OH G ST STM LB #2445 0 XXXXXXXXXXXXXXXX L3 N00°30'20"E 9.53' 60 X X X X X X X X X X X X X 600 XXXXXXXXXXXXXXXX OH STM CB #2710 601 XX XXXXXXXXXXXXXXX SS XXXXXXXX OH ST C L4 S82°30'04"E 8.71' STM MH #2761 601 602 G G REMOVE EX. CONCRETE SS SAWCUT & REMOVE 602 OH SAWCUT & REMOVE STM CB #2886 ST L5 S00°30'20"W 24.63' OH RETAINING WALLS (TYP.) EX. CONCRETE (TYP.) OH EX. CONCRETE RAMPS OH SS OH 603 C G OH ST L6 S88°25'41"E 8.72' OH 603 OH G XXX XXXX XXXXXX SS ST X XXXXXX OH L7 S01°34'19"W 0.30' G OH OH OH STM MH #6131 SS OH 604 4 60 L8 S88°25'41"E 0.40' XX XX XX X OH 605 G + + SAN MH #15002 ST OH OH OH FFE=597.73 FFE=597.71 SS OH OH OH G OH OH OH OH OH OH OH OH OH OH OH OH L9 S00°42'58"W 29.45' 606 OH ST OH OH SS L10 N88°25'41"W 8.43' G ST SS L11 S88°38'32"E 12.93' OH ST G OH SS L12 S02°11'01"W 21.28' SAWCUT & REMOVE ST EX. CONCRETE (TYP.) SS L13 N87°48'59"W 28.01' FFE=609.68 G + OH ST OH SS ST G SS ST OH SS G ST ST ST ST OH SS G ST SS OH G CIVIL DEMOLITION NOTES: STM MH #15003 ST OH 1. THE BOUNDARY AND TOPOGRAPHIC SURVEY WAS COMPLETED BY ANOTHER FIRM AND PROVIDED TO HEI BY THE CLIENT. HEI IS NOT RESPONSIBLE FOR THE ACCURACY OF THE SURVEY G G G G G G G G G G G G G G G G G G G G G INFORMATION OR ANY DESIGN DISCREPANCIES RESULTING FROM THE PROVIDED SURVEY INFORMATION. OH 2. SEE BOUNDARY AND TOPOGRAPHIC SURVEY SHEET FOR PROPERTY, EASEMENT, BENCHMARK, ETC. INFORMATION. OH 3. LOCATION OF UNDERGROUND UTILITIES HAVE BEEN SHOWN BASED ON SURFACE EVIDENCE AND RECORD INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 4. DURING CONSTRUCTION, CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW CONSTRUCTION FROM DAMAGE, SHOULD ANY DAMAGE OCCUR, CONTRACTOR SHALL MAKE ALL NECESSARY REPAIRS AT NO COST TO THE OWNER. THE PAVED ROADWAY SHALL BE SWEPT CLEAN AS NEEDED, BUT AT LEAST ONCE A WEEK. A 06/24/24 DOC REL 09 - ADDENDUM A 5. CONTRACTOR SHALL PROVIDE BARRIERS, AS NECESSARY, TO PREVENT PEDESTRIAN AND 06/03/24 DOC REL 07 - IFB VEHICULAR TRAFFIC FROM ENTERING THE CONSTRUCTION SITE. 04/22/24 DOC REL 05 - 85% CD 6. CALL MISS DIG AT LEAST THREE (3) WORKING DAYS PRIOR TO STARTING ANY EXCAVATION. 03/11/24 DOC REL 04 - 50% CD 7. REMOVAL ITEMS ARE SHOWN BASED ON BEST AVAILABLE INFORMATION AND ARE SHOWN 02/09/24 DOC REL 03 - PRICING SCHEMATICALLY. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO VERIFY THE EXTENT OF WORK 01/22/24 DOC REL 02 - DD REQUIRED. REV DATE DOC REL ## - DESCRIPTION 8. REMOVE ALL STRUCTURES, CONCRETE CURB, CONCRETE PAVING, ASPHALT PAVING, TREES, STUMPS, UTILITIES, AND OTHER EXISTING SITE FEATURES WITHIN THE LIMITS OF DEMOLITION. ALL DEMOLITION MATERIALS SHALL BE REMOVED FROM THE SITE UNLESS OTHERWISE NOTED AND DISPOSED OF IN A MANNER ACCEPTABLE TO THE LOCAL AUTHORITY HAVING JURISDICTION. PROJECT # 2300029 9. ALL UTILITY LINES SHOWN “X” OUT SHALL BE PHYSICALLY REMOVED ALONG WITH STRUCTURES AND APPURTENANCES. CONTRACTOR SHALL CONFIRM UTILITY LINES REMOVED WILL NOT IMPACT PROJECT MANAGER M. VANWIENEN UTILITIES TO REMAIN. DESIGNED BY Designer 10. ALL REMOVALS OF PAVEMENT, CONCRETE, CURB AND GUTTER, ETC. SHALL BE PERFORMED TO THE NEXT JOINT BEYOND THE LIMITS OF REMOVAL. ALL REMOVALS SHALL BE PERFORMED BY DRAWN BY Author SAWCUTTING. 11. PROTECT ALL TREES AND SHRUBS NOT SCHEDULED FOR REMOVAL. DO NOT OPERATE QUALCHECK Checker EQUIPMENT, STORE, STOCKPILE, OR PARK WITHIN DRIP LINE. HOLD NECESSARY DISTURBANCE TO SHEET TITLE A MINIMUM. 12. ALL TREE STUMPS SHALL BE REMOVED TO BELOW GRADE BY EITHER GRINDING OR COMPLETE REMOVAL IN ALL CASES NO WOODCHIPS AND/OR STUMPS SHALL BE LEFT IN PLACE. SITE CIVIL 13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL UTILITIES REMOVALS WITH DEMOLITION GHAFARI ASSOCIATES © 2023 PROPERTY OWNER AND UTILITY PROVIDER. Project Manager 14. ALL WORK IN ROAD RIGHTS OF WAY SHALL BE COMPLETED IN ACCORDANCE WITH MDOT, RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's / Engineer's liability for any MUSKEGON COUNTY ROAD COMMISSION, AND CITY OF MUSKEGON. and all claims, including PLAN 15. SEE OTHER SHEETS IN PLAN SET FOR MORE INFORMATION. but not limited to those arising out of the Drawn by Surveyor's / Engineer's STEVEN A. MORRIS 902 WASHINGTON AVE professional services, negligence, gross MUSKEGON, MICHIGAN 220 Hoover Boulevard HEI Project Number misconduct, warranties or misrepresentations shall Holland, Michigan 49423-3766 www.hollandengineering.com CD-101 23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W CITY OF MUSKEGON, MUSKEGON CO., MI. be deemed limited to an amount no greater than the service fee. T 616-392-5938 F 616-392-2116 SHEET NUMBER 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0" 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64' 112"=1'-0" 1"=1'-0" 3 4"=1'-0" 1 2"=1'-0" 3 8"=1'-0" 1 4"=1'-0" 3 16"=1'-0" 1 8"=1'-0" 3 32"=1'-0" 1 16"=1'-0" 1 32"=1'-0" PHASE 1 - 350 APARTMENTS & 1 RETAIL & 1 RESTAURANT 350 APARTMENTS @ 1 SPACE PER APT. = 350 SPACES REQ. * PLUS 10% EXTRA FOR GUESTS = 35 SPACES REQ. 4,253 SQFT RETAIL @ 3 SPACES PER 1,000 SQFT = 13 SPACES REQ. 124 PERSON REST. @ 1 SPACE PER 2 PERSONS = 62 SPACES REQ. Parkland Properties PHASE 1 = 470 SPACES REQUIRED 75 W Walton Ave., Suite A, Muskegon, MI 49440 457 SPACES SHOWN W/ 11 BARRIER FREE SPACES 231-722-7001 PLUS 50 ON-STREET PARKING SPACES ADJACENT TO STREETS https://parklandmi.com/ PHASE 2 - 100 APARTMENTS & 70 CONDOS & 33 TOWNHOUSE UNITS 100 APARTMENTS @ 1 SPACE PER APT. = 100 SPACES REQ. 70 CONDOS @ 2 SPACES PER CONDO = 140 SPACES REQ. * PLUS 10% EXTRA FOR GUESTS = 24 SPACES REQ. PHASE 2 = 264 SPACES REQUIRED 0' 30' 60' 120' 133 SPACES SHOWN W/ 7 BARRIER FREE SPACES (OPEN AIR) SCALE 1" =60' 112 SPACES SHOWN (COVERED) PLUS: 246 TOTAL SPACES SHOWN 37 OTTAWA NW SUITE 700 33 TOWNHOUSE UNITS TOTAL GRAND RAPIDS, MI 49503-2900 USA 2 SPACES PER GARAGE ( 2 x 33 = 66 SPACES) TEL +1.616.771.0909 www.ghafari.com 2 SPACES PER DRIVEWAY AREA ( 2 x 33 = 66 SPACES) FUTURE 132 SPACES TOTAL W. WESTERN AVENUE ROAD DIET PHASE II OH OH OH PHASE OH I EX. 10" C.I. WM OH OH SS SS SS SS EX. 36" FORCE SS MAINSS SS SS OH EX. 6" C.I. WM OSS H SS SS SS OH ST EX OH M OH OH ST .1 OH 0" W. WESTERN AVENUE .1 T 0" OH G EX S ST M OH FUTURE SS ST OH OH EX. 12" C.I. WM SS W. WESTERN AVENUE OH OH OH OH TM EX. 10" S OH ST OH OH OH OH OH OH OH OH OH SS ROAD DIET OH OH OH OH OH OH CONSULTANT INFORMATION EX. ST OH OH SS OH G G G OH G G G G G G G G G G G OH OH OH 12" S OH OH SS OH T OH OH BUILDING 7.2' SOUTH M 12" SS W. WEST OH 12" SS OH OF PROPERTY LINE TM ERN AVE OH " ST SS PROPOSED OH . 12 MAIN OH S EX GOH NUE OH G TOWNHOUSE SS PROPOSED OH EX ST ST ST OH SS ST EX. 24" SAN. 36" FORCE .1 OH M OH 2" (12 UNITS) SS TOWNHOUSE PROPOSED .I. W OH SS ST OH + "C TM . 12 M ST OH EX "S EX. 12" C.I. WM (8 UNITS) TOWNHOUSE OH OH ST 12 SS A 204.3' OH . ST EX. 12" C.I. EX SS ST EX. OH OH WM (2 UNITS) SS OH SS G 20' ST OH 21.5' OH STM FENCE 0.6' SOUTH OH . 12" OH EX ST ST 21.5' OH SS OF PROPERTY LINE OH ST + OH SS ST OH 12 OH EX. 12" STM OH " OH SS EX. 36" STM CB X 24' 20' BUILDING 8.0' SOUTH OF PROPERTY LINE SS 9.5' OH ST SS ST SS ST OH 20' A SS FENCE 1.6' SOUTH OF PROPERTY 15 LINE G 12 SS "S STTM 28 28 TM 15 14 9' 10 20' SS 20' OH FENCE 0.3' WEST OF PROPERTY LINE "S ST SS ' FRANKLIN STREET 12 ST SS OH PROPOSED SS EX. 24" SAN. SS TOWNHOUSE 18' 20' ST EX. 12" SAN. SS OH EX.ST6" C.I. WM ST 10' SS 166.7' (2 UNITS) SS ST SS G OH 114.4' SS 9.5' 6 ST ST 12' DIAMETER SMOKE STACK 9' SS SS 3 + 5 OH EX. 30" SAN. 18' SS ST SS SS SS SS SS SS SS SS SS OH SS SS SS SS SS SS SS SS SS EX. 15" SAN. SS 59.8' SS 20' 6 ST SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS EX. 30" SAN. EX. 30" SAN. EX. 15" SAN. FUTURE SS SS ST . SS 4 AN SS OH ST "S G EX. 12" C.I. WM 5 ST COURTYARD SS SS ST .1 OH GRAVEL SS ST EX PROPOSED ST ST SS ST TOWNHOUSE EX. 12" STM ST SS OH 40.9' ST STSMT EXISTING 9' 21.5' ST " 9.5' 8 SS OH EX. (2 UNITS) SS ST SS 9' ST BUILDING SS ST 9.5' ST G G SS OH ST EX. 15" SAN. ST + + ST SS SS 20' ST SS ST EX. 30" STM SS 16 ROOF OVER EX. 12" STM OH 100.7' FENCE 0.9' NORTH OF PROPERTY LINE SS OH ST FENCE 1.0' NORTH OF PROPERTY LINE ST EX. 30" STM SS ST ST SS ST G SS G OH 20' OH EX. 12" STM SS ST 21.5' ST 18' SS 9' ST SS ST 7 12 14 ST SS ST + 9.5' OH OH 20' EX. 12" C.I. WM ST PROPOSED 41.0' 79.7' ST SS 20' ST SS REGISTRATION SEAL G ST ST 16 SS SS ST G TOWNHOUSE OH + OH (11 UNITS) 39.8' ST BUILDING 1.3' NORTH OF PROPERTY LINE SS ST SS 0.2' ST ST 14 SS SS ST 1.1' EX. 12" STM 185.2' 15 PROPOSED 6.5' OH 250.2' 95.5' OH FENCED DOG 9' 18' G ST SS 20' G G G G G G G G G G G ST G G G G SS G 9.5' ST 16 ST SS . ST AN EX. 6" SSS SS PARK AREA ST EX. 10" SAN. BUILDING ABOVE STREET SS SS 18' OH EX. 24" STM EX. 30" STM EX. 30"STSTM STSTM EX. 30" (30'x80') EX. 12" STM FENCE 0.1' EAST OF PROPERTY LINE ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST G ST ST ST ST ST ST 100.7' STM EX MICHIGAN AVENUE SS OH ST EX. 36" FORCE MAIN .1 ST G SS SS ST 2" G ESTX. 12" ST ST TM EX. 12" ST ST EX. 8" C.I. WM SS EX. 12" C.I. WM M S 10 SPACES 3.7' ST 40.2' 2" OH G + .1 G 18' ST G EX 6.7' STMST OH ST BUILDING ABOVE 18.7' 9' SS OH OH OH OH OH OH 7 SPACES ST SS OH 182.9' + G EX. 12" STM ST OH ST 78.8' G 24 24 24 24 24 12 EX. 24" SAN. OH 11 ST ST SS ST DIVISION OH SS OH G OH 7 SPACES 2 SPACES ST SS ST 0.2' FOR VENDOR USE: 9' 0.7' LINE TABLE OH 2 SPACES HENRY STREET G 7 SPACES 0.7' 18' OUTDOOR ST SS G 227.1' 25.6' ST DISCLAIMER FOR USE OF CAD FILES: LINE BEARING LENGTH COURTYARD OH Although every effort has been made to draw the information contained in 0.7' 18' L1 S09°23'07"W 9.68' 36.2' 0.7' ST our CAD generated files as accurate as possible, NEDERVELD ST OH 0.2' SS G G L2 S83°24'04"E 13.72' OH does not guarantee absolute accuracy. At times information is HUDSON STREET 7 SPACES 2 SPACES 18' C 9' EXISTING EX. 12" C.I. WM drawn schematically to best show the desired information. It is L3 N00°30'20"E 9.53' ST 9' 9' also possible that through the use of translators that some BUILDING SS 2 SPACES 78.9' 7 SPACES OH 9' 11 EX. 8" C.I. WM L4 S82°30'04"E 8.71' information could be lost or missing. Therefore use of these files G 24 24 24 24 24 ST G OH for generating fabrication drawings or for any other purpose is up L5 S00°30'20"W 24.63' SS OH OH C to the user to determine the accuracy and strictly at the USER's OH L6 S88°25'41"E 8.72' OH ST 15 RISK. All digital information shall be verified against dimensions G SS shown, field conditions, BULLETINS, ADDENDUMS or notes to verify L7 S01°34'19"W 0.30' OH FENCE CORNER 4.1' NORTH OF PROPERTY LINE 9' OH 18' OH 12 FENCE 2.8' NORTH OF PROPERTY LINE 13 10 G accuracy of the information contained in the CAD files is current. 22.1' OH L8 S88°25'41"E 0.40' + SS 159.9'+ OH ST G OH OH OH OH OH OH OH OH OH OH OH Any unauthorized modification or reuse of the materials shall be at L9 S00°42'58"W 29.45' OH OH SS USER's sole risk, and USER agrees to defend, indemnify, and hold ST L10 N88°25'41"W 8.43' NEDERVELD harmless, from all claims, injuries, damages, 80.0' G losses, expenses, and attorneys fees arising out of the unauthorized L11 S88°38'32"E 12.93' SS ST modification or use of these materials. L12 S02°11'01"W 21.28' OH OH SS ST L13 N87°48'59"W 28.01' G 199.1' Drawings are Copyrighted. + 9 SPACES 8 SPACES 21.8' EX. 24" SAN. SS ST 7 SPACES OH G 21 SPACES SS 78.0' ST ST ST OH SS ST 18 SPACES G 1.5' 63.6' 1.9' ST G G G G G G G G G G G G G G OH OH BUILDING 1.1' NORTH OF PROPERTY LINE WASHINGTON AVENUE A 06/24/24 DOC REL 09 - ADDENDUM A 06/03/24 DOC REL 07 - IFB 04/22/24 DOC REL 05 - 85% CD 03/11/24 DOC REL 04 - 50% CD 02/09/24 DOC REL 03 - PRICING 01/22/24 DOC REL 02 - DD REV DATE DOC REL ## - DESCRIPTION PROJECT # 2300029 PROJECT MANAGER M. VANWIENEN DESIGNED BY Designer DRAWN BY Author QUALCHECK Checker SHEET TITLE OVERALL SITE LAYOUT GHAFARI ASSOCIATES © 2023 Project Manager RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's / Engineer's liability for any and all claims, including PLAN but not limited to those arising out of the Drawn by Surveyor's / Engineer's STEVEN A. MORRIS 902 WASHINGTON AVE professional services, negligence, gross MUSKEGON, MICHIGAN 220 Hoover Boulevard HEI Project Number misconduct, warranties or misrepresentations shall Holland, Michigan 49423-3766 www.hollandengineering.com C-100 23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W CITY OF MUSKEGON, MUSKEGON CO., MI. be deemed limited to an amount no greater than the service fee. T 616-392-5938 F 616-392-2116 SHEET NUMBER 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0" 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64' 112"=1'-0" 1"=1'-0" 3 4"=1'-0" 1 2"=1'-0" 3 8"=1'-0" 1 4"=1'-0" 3 16"=1'-0" 1 8"=1'-0" 3 32"=1'-0" 1 16"=1'-0" 1 32"=1'-0" OH STM MH #12512 PROPOSED DECORATIVE FENCE SEE DET A2 SHT C-501 OH SAN MH #1537 SS PROPOSED 8' WIDE CONCRETE PATIO A OH SS SEE DET B4 SHT C-501 SS PROP. 4" CONC. INTEGRAL Parkland Properties OH SS CURB & SIDEWALK 75 W Walton Ave., Suite A, SS SEE DET B5 SHT C-501 Muskegon, MI 49440 OH OH SS OH OH OH STM CB #1482 G OH OH 231-722-7001 SS OH ST SS OH OH ST OH ST 0' 20' 40' 80' https://parklandmi.com/ ST SS W. WEST OH OH 30' OH ST ST SS ERN AVE OH OH SS OH NUE OH SCALE 1" =40' G 8' OH ST SS OH PROPOSED OH ST ST OH G SS OH TOWNHOUSE SS OH OH ST OH ST (2 UNITS) A OH SS ST 8' OH OH SS OH ST OH SS OH ST PROPOSED ST OH OH OH EX. FDC OH SS ST ST OH FFE=595.00 LOCATION OH OH OH 8' OH OH OH STM MH #1526 SS OH OH PROP. ADA RAMP ST 10' SS SS ST 20' SEE DET C2 SHT C-501 9.5' SS PROPOSED DECORATIVE SECURITY GATE SS OH PROPOSED CONCRETE ST SS SANMH #1537 20' WITH CARD ACCESS SS ST SEE DET B4 SHT C-501 15 20' SS SAN MH #1536 SS OH 24' ST SS 10 SS ST 24' ' STM MH #15005 37 OTTAWA NW 54' SS 5' SUITE 700 SS OH 5' ST 14' SS PROPOSED 20' GRAND RAPIDS, MI 49503-2900 USA SS ST 24' FFE=595.00 TEL +1.616.771.0909 SS SS 10' 31' OH ST ST SS www.ghafari.com SS ST 9.5' 6 10' SS SS OH PROP. 6" THICK CONC. ST ST PROPOSED GREASE TRAP SS 5 SS ST ' 24 SEE PLUMBING PLANS DRIVEWAY APRON SS SS 6 SEE DET B3 SHT C-501 OH ST ST SS SS SS SS SS SS SS SS ST FUTURE PROPOSED 4 24' 5' SS COURTYARD FFE=595.80 OH 73' PROPOSED ASPHALT PARKING LOT ST ST ST ST SS SS ST SEE DET B1 SHT C-501 30' 37' SS OH ST ST ST PATIO PROP. 24" CONC. CURB & GUTTER (TYP.) SS SS ST SEE DET C1 SHT C-501 PROPOSED 6" CONCRETE 9.5' SS OH ST ST SEE DET B3 SHT C-501 ST SS G SS ST PROP. 4" CONC. INTEGRAL 9.5' PROPOSED DUMPSTER PROP. 2 FT HIGH SS CURB & SIDEWALK ENCLOSURE AREA 7' ST SAN MH #2035 ST 405 LF RETAINING WALL ST CONSULTANT INFORMATION SS SEE DET B5 SHT C-501 SS ST (4 DUMPSTER'S) SEE DET D4 SHT C-501 20' OH 16 10' SS SEE DET A1 SHT C-501 G ST ST ST PROP. ADA RAMP SS SS ST SEE DET C2 SHT C-501 OH 24' ST 24' ST ST SS SS ST OH G 5' ST ST ST PROP. BARRIER FREE PARKING SIGN (TYP.) SS 18' 9' SS ST ST 7 12 14 PROPOSED SEE DET C3 SHT C-501 48' OH 9.5' STM CB #2136 STM CB #1962 FFE=595.80 ST ST STM MH #2026 SS 20' ST ST SAN MH #2141 PROPOSED ASPHALT PARKING LOT G ST 24' SS 24' OH 24' PROPOSED 20' 20' PROPOSD DUBBED SEE DET B1 SHT C-501 ST 16 ST RELOCATE CURB OF FFE=595.80 SS ST DOWN CONCRETE FOR ST FOR OVERHEAD DOOR SS OH EX. FDC DUMPSTER REMOVAL PROP. DUB DOWN ST EX. FDC ST LOCATION PROPOSED FOR SIDEWALK CROSSING G 24' SS ST SAN MH #4615 LOCATION FFE=597.71 ST 14 SS DETECTABLE WARNING STRIP OH 12 15 SEE DET D5 SHT C-501 ST ST PROPOSED SS ST ST 9' 18' SS OH G FENCED DOG 20' G G G G G 9.5' 16 ST G PROP. 24" CONC. CURB & GUTTER (TYP.) STST PROPOSED PARK AREA 24' ST ST (30'x80') SEE DET C1 SHT C-501 SS FFE=597.71 5' 18' ST SS G ST OH OH ST ST ST ST STM MH #2837 PROP. BARRIER FREE PARKING SIGN (TYP.) ST SAN MH #2648 SEE DET C3 SHT C-501 DIVISION STREET PROP. 4" CONC. INTEGRAL ST G STM MH #2842 10' STM MH #4616 ST SS ST OH SS ST CURB & SIDEWALK G SEE DET B5 SHT C-501 PROPOSED 6" CONCRETE 18' SAN MH #2659 ST SEE DET B3 SHT C-501 STM MH #15737 ST OH ST PROPOSED 10' WIDE 9' OH OH OH OH OH SS CONCRETE PATIO G STM MH #2782 24' 24' G PROPOSED ST SEE DET B4 SHT C-501 ST OH STM MH #4617 ST FFE=597.71 SS STM MH #2424 OH PROPOSED DECORATIVE FENCE 13' ST 24 24 24 24 24 12 STM MH #15736 ST ST OH 11 ST SEE DET A2 SHT C-501 G SS ST G ST PROP. 24" CONCRETE GUTTER ST OH SEE DET B6 SHT C-501 PROPOSED LOADING REGISTRATION SEAL ST PROPOSED 3' GATE SS ZONE AREA OH 24' 24' G 1-EACH PER PATIO STM MH #15004 ST OH 124' ST 10' 9' G SS PROPOSED (2) CONCRETE 18' ST OH PICKLE BALL COURTS ST G OUTDOOR SS SEE DET B3 SHT C-501 COURTYARD PROP. 24" CONC. CURB & GUTTER (TYP.) ST SAN MH #2694 OH 18' G SEE DET C1 SHT C-501 ST PROP. 24" CONC. CURB & GUTTER G OH SS ST OH SEE DET C1 SHT C-501 ST C ST 24' PROPOSED 8' TALL FENCE 18' SS 9' G OH SEE DET A2 SHT C-501 G ST STM LB #2445 PROPOSED 9' 9' OH FFE=597.71 STM CB #2710 SS OH 9' 30' 11 ST C PROPOSED STM MH #2761 G 24 24 24 24 24 G 10' WIDE x 3.5' HIGH SS OH STM CB #2886 ST WINDOW WELL OH OH 20' SEE DET D4 SHT C-501 OH SS OH PROPOSED ASPHALT PARKING LOT C G OH ST 24' OH SEE DET B1 SHT C-501 15 OH G SS 10' ST OH 9' G OH OH OH 18' 12 13 10 STM MH #6131 SS OH OH G SAN MH #15002 ST OH OH OH SS OH OH OH G OH OH OH OH OH OH OH OH OH OH OH OH OH ST OH OH PROPOSED SS ELECTRIC VEHICLE PROPOSED LIGHT POLE (TYP) G PROPOSED CHARGING STATION (TYP) ST SS FFE=597.71 PROP. 6" THICK CONC. OH ST DRIVEWAY APRON G SS PROP. DUB DOWN OH SEE DET B3 SHT C-501 LAYOUT & UTILITY NOTES: FOR SIDEWALK CROSSING ST 1. THE BOUNDARY AND TOPOGRAPHIC SURVEY WAS COMPLETED BY ANOTHER FIRM AND PROVIDED DETECTABLE WARNING STRIP (TYP.) SS TO HEI BY THE CLIENT. HEI IS NOT RESPONSIBLE FOR THE ACCURACY OF THE SURVEY SEE DET D5 SHT C-501 G INFORMATION OR ANY DESIGN DISCREPANCIES RESULTING FROM THE PROVIDED SURVEY OH ST INFORMATION. OH SS 2. SITE DESIGN WAS DEVELOPED IN ACCORDANCE WITH THE INFORMATION CONTAINED IN THE ST GEOTECHNICAL REPORT AND SOIL BORINGS COMPLETED FOR THE PROJECT. CONTRACTOR SHALL G SS ACQUIRE A COPY OF THE GEOTECHNICAL REPORT AND SOIL BORING INFORMATION. SOIL CONDITIONS MAY VARY FROM THE GEOTECHNICAL INFORMATION, WHICH MAY AFFECT THE SITE ST DESIGN, EARTHWORK QUANTITIES, USABLE SOILS, AND SOIL EROSION AND SEDIMENTATION OH SS CONTROL PRACTICES. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER AND GEOTECHNICAL G ENGINEER IF SITE CONDITIONS VARY FROM SOILS INFORMATION CONTAINED IN THE GEOTECHNICAL INFORMATION. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ALL NECESSARY PERMITS AND APPROVALS HAVE BEEN ACQUIRED PRIOR TO CONSTRUCTION. 4. CALL MISS DIG AT LEAST THREE (3) WORKING DAYS PRIOR TO STARTING ANY EXCAVATION. 5. CONTRACTOR SHALL CONTACT ENGINEER IF ANY DISCREPANCIES ARE DETERMINED BETWEEN SITE LAYOUT DIMENSIONS AND ACTUAL SITE CONDITIONS. 6. COORDINATE ALL UTILITY CONSTRUCTION WITH UTILITY PROVIDER, AS REQUIRED. 7. CONTRACTOR SHALL VERIFY THAT THERE ARE NO UTILITY CONFLICTS PRIOR TO CONSTRUCTION. 8. ALL SANITARY SEWER WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE CITY OF MUSKEGON STANDARDS & SPECIFICATIONS. 9. ALL WATERMAIN, WATER SERVICES, AND FIRE PROTECTION LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT EDITION OF THE CITY OF MUSKEGON STANDARDS & SPECIFICATIONS. 10. ALL WORK WITHIN THE PUBLIC ROAD RIGHT-OF-WAY WILL REQUIRE A PERMIT AND OR APPROVAL FROM THE CITY OF MUSKEGON AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT EDITION OF THEIR STANDARDS & SPECIFICATIONS. 11. COORDINATE ALL SIGNAGE REMOVAL AND RELOCATION WITHIN THE RIGHT-OF-WAY WITH CITY OF MUSKEGON. 12. SITE CONTRACTOR RESPONSIBLE TO CONNECT EXISTING AND PROPOSED BUILDING TO WATER SERVICE AND SANITARY SEWER LATERAL, REFER TO PLUMBING PLANS FOR CONNECTION LOCATION A 06/24/24 DOC REL 09 - ADDENDUM A AND DETAILS. 06/03/24 DOC REL 07 - IFB 13. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS. BUILDING SHALL BE STAKED 04/22/24 DOC REL 05 - 85% CD BASED ON FOUNDATION PLAN. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE ARE DISCREPANCIES BETWEEN THE BUILDING AND SITE DRAWINGS. 03/11/24 DOC REL 04 - 50% CD 02/09/24 DOC REL 03 - PRICING 14. ONSITE LIGHTING SHALL DIRECTED DOWNWARD AND AWAY FROM ADJACENT PROPERTIES AS REQUIRED PER THE CITY OF MUSKEGON ZONING ORDINANCE. 01/22/24 DOC REL 02 - DD 15. SITE SIGNAGE SHALL MEET THE STANDARDS AND REQUIREMENTS OF THE CITY OF MUSKEGON REV DATE DOC REL ## - DESCRIPTION ZONING ORDINANCE. A SIGN PERMIT SHALL BE ACQUIRED PRIOR TO CONSTRUCTION. 16. CONTRACTOR SHALL BE RESPONSIBLE TO MEETING THE STANDARDS AND REQUIREMENTS OF THE LOCAL NOISE ORDINANCE FOR ALL CONSTRUCTION PRACTICES. PROJECT # 2300029 17. SEE OTHER SHEETS IN PLAN SET FOR MORE INFORMATION. PROJECT MANAGER M. VANWIENEN DESIGNED BY Designer DRAWN BY Author QUALCHECK Checker SHEET TITLE PHASE 1 SITE LAYOUT GHAFARI ASSOCIATES © 2023 Project Manager RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's / Engineer's liability for any and all claims, including PLAN but not limited to those arising out of the Drawn by Surveyor's / Engineer's STEVEN A. MORRIS 902 WASHINGTON AVE professional services, negligence, gross MUSKEGON, MICHIGAN 220 Hoover Boulevard HEI Project Number misconduct, warranties or misrepresentations shall Holland, Michigan 49423-3766 www.hollandengineering.com C-101 23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W CITY OF MUSKEGON, MUSKEGON CO., MI. be deemed limited to an amount no greater than the service fee. T 616-392-5938 F 616-392-2116 SHEET NUMBER 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0" 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64' 112"=1'-0" 1"=1'-0" 3 4"=1'-0" 1 2"=1'-0" 3 8"=1'-0" 1 4"=1'-0" 3 16"=1'-0" 1 8"=1'-0" 3 32"=1'-0" 1 16"=1'-0" 1 32"=1'-0" Parkland Properties 75 W Walton Ave., Suite A, Muskegon, MI 49440 231-722-7001 https://parklandmi.com/ LY OH OH OH OH OH OH OH OH OH OH SS SS SS SS SS SS SS SS SS SS SS SS SS SS OH SS SS SS SS 0' 20' 40' 80' OH OH ST OH G OH STM MH #12512 ST OH SS OH OH OH SAN MH #1537 ST OH OH SCALE 1" =40' OH OH OH ST OH SS 37 OTTAWA NW SS OH ST G OH OH ST OH OH SS SUITE 700 OH OH ST OH OH OH SS GRAND RAPIDS, MI 49503-2900 USA SS OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH TEL +1.616.771.0909 ST OH G OH OH G G G G G G G G G G G G G G G G G G G G G OH SS ON OH OH OH www.ghafari.com 8' OH SS OH OH SS STM CB #3752 ST OH OH OH OH SS OH OH ST ST OH OH 8' SS OH G OH OH ST SS OH STM MH #3846 PROPOSED OH OH OH ST SS OH SS TOWNHOUSE 30' PROPOSED (12 UNITS) ST SS 8' TOWNHOUSE OH ST SS PROPOSED G SS + (8 UNITS) FFE=593.64 TOWNHOUSE SS ST (2 UNITS) OH SS ST SS STM CB #1482 20' 21.5' SS ST PROPOSED G OH SS ST SS 21.5' FFE=595.00 N 8' SS ST CONSULTANT INFORMATION OH 24' 24' SS ST SS 20' STM CB #3774 SS ST G OH SS ST SS 8' 8' P - Passenger Car SS 28 28 ST 15 ST ST 24' 14 IO 9' OH 20' SS ST SS 24' 5' G SS 5' 5' PROPOSED OH 18' SS ST SS ST TOWNHOUSE STM MH #4336 24' SS 5' (2 UNITS) 24' OH SS ST SS ST G SS STM MH #4157 STM MH #3869 9' 3 OH SS ST ST SS AT 18' 5' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 20' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 24' SS SS OH SS ST SS SS SS ST SS SS SS G STM MH #3879 SS P - Passenger Car ST COURTYARD ST ST OH SS ST SS ST SS PROPOSEDST STM CB #4362 ST ST TOWNHOUSE OH G SAN MH #4169 SS ST ST 9' 21.5' SS ST (2 UNITS) SS ST ST 9' OH ST 24' SS ST SS SS ST RM ST ST G ST OH SS ST 8' SS SS ST OH ST SS ST STM MH #4356 SS SS G ST OH ST SS 21.5' ST 20' SS SS 7' ST OH ST SS ST PROPOSED SS G SS FFE=595.80 REGISTRATION SEAL ST OH ST SS ST ST SS PROPOSED SS FO P - Passenger Car ST TOWNHOUSE OH ST SS ST G (11 UNITS) SS SS EX. FDC STM MH #4309 EX. FDC ST LOCATION OH ST SS ST SAN MH #4615 3' LOCATION SS 12 SS STM MH #8482 STM CB #8557 STM CB #3505 11' SAN MH #4282 ST 24' OH 24' ST 24' SS G ST STM MH #8481 SS G G SS G SS G G G G G G G G G G G G G G G G G G G G G STST SS SS SS OH ST ST SS SS SS ST SS G SS OH ST ST ST ST ST ST ST ST ST ST SS ST GOH ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST G ST IN ST G ST ST SS SS SS ST ST STM MH #4616 SS ST ST ST ST OH ST G ST SS G G G PROPOSED FENCE OH OH OH OH OH OH OH OH OH OH ST SS G ST STM MH #4617 ST OH OH OH SS G R OH LAYOUT & UTILITY NOTES: SS OH 1. THE BOUNDARY AND TOPOGRAPHIC SURVEY WAS COMPLETED BY ANOTHER FIRM AND PROVIDED OH G TO HEI BY THE CLIENT. HEI IS NOT RESPONSIBLE FOR THE ACCURACY OF THE SURVEY INFORMATION OR ANY DESIGN DISCREPANCIES RESULTING FROM THE PROVIDED SURVEY LINE TABLE INFORMATION. FO 2. SITE DESIGN WAS DEVELOPED IN ACCORDANCE WITH THE INFORMATION CONTAINED IN THE G LINE BEARING LENGTH GEOTECHNICAL REPORT AND SOIL BORINGS COMPLETED FOR THE PROJECT. CONTRACTOR SHALL ACQUIRE A COPY OF THE GEOTECHNICAL REPORT AND SOIL BORING INFORMATION. SOIL CONDITIONS MAY VARY FROM THE GEOTECHNICAL INFORMATION, WHICH MAY AFFECT THE SITE L1 S09°23'07"W 9.68' DESIGN, EARTHWORK QUANTITIES, USABLE SOILS, AND SOIL EROSION AND SEDIMENTATION G OH CONTROL PRACTICES. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER AND GEOTECHNICAL ENGINEER IF SITE CONDITIONS VARY FROM SOILS INFORMATION CONTAINED IN THE GEOTECHNICAL C L2 S83°24'04"E 13.72' INFORMATION. G 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ALL NECESSARY PERMITS AND L3 N00°30'20"E 9.53' APPROVALS HAVE BEEN ACQUIRED PRIOR TO CONSTRUCTION. OH 4. CALL MISS DIG AT LEAST THREE (3) WORKING DAYS PRIOR TO STARTING ANY EXCAVATION. C L4 S82°30'04"E 8.71' 5. CONTRACTOR SHALL CONTACT ENGINEER IF ANY DISCREPANCIES ARE DETERMINED BETWEEN SITE G LAYOUT DIMENSIONS AND ACTUAL SITE CONDITIONS. L5 S00°30'20"W 24.63' 6. COORDINATE ALL UTILITY CONSTRUCTION WITH UTILITY PROVIDER, AS REQUIRED. OH 7. CONTRACTOR SHALL VERIFY THAT THERE ARE NO UTILITY CONFLICTS PRIOR TO CONSTRUCTION. C G L6 S88°25'41"E 8.72' 8. ALL SANITARY SEWER WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE CITY OF MUSKEGON STANDARDS & SPECIFICATIONS. L7 S01°34'19"W 0.30' 9. ALL WATERMAIN, WATER SERVICES, AND FIRE PROTECTION LINES SHALL BE INSTALLED IN G ACCORDANCE WITH THE CURRENT EDITION OF THE CITY OF MUSKEGON STANDARDS & SPECIFICATIONS. L8 S88°25'41"E 0.40' + 10. ALL WORK WITHIN THE PUBLIC ROAD RIGHT-OF-WAY WILL REQUIRE A PERMIT AND OR APPROVAL FFE=597.73 FROM THE CITY OF MUSKEGON AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT G L9 S00°42'58"W 29.45' EDITION OF THEIR STANDARDS & SPECIFICATIONS. OH 11. COORDINATE ALL SIGNAGE REMOVAL AND RELOCATION WITHIN THE RIGHT-OF-WAY WITH CITY OF MUSKEGON. L10 N88°25'41"W 8.43' G 12. SITE CONTRACTOR RESPONSIBLE TO CONNECT EXISTING AND PROPOSED BUILDING TO WATER SERVICE AND SANITARY SEWER LATERAL, REFER TO PLUMBING PLANS FOR CONNECTION LOCATION L11 S88°38'32"E 12.93' AND DETAILS. OH 13. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS. BUILDING SHALL BE STAKED G L12 S02°11'01"W 21.28' BASED ON FOUNDATION PLAN. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE ARE DISCREPANCIES BETWEEN THE BUILDING AND SITE DRAWINGS. 14. ONSITE LIGHTING SHALL DIRECTED DOWNWARD AND AWAY FROM ADJACENT PROPERTIES AS L13 N87°48'59"W 28.01' G REQUIRED PER THE CITY OF MUSKEGON ZONING ORDINANCE. OH 15. SITE SIGNAGE SHALL MEET THE STANDARDS AND REQUIREMENTS OF THE CITY OF MUSKEGON ZONING ORDINANCE. A SIGN PERMIT SHALL BE ACQUIRED PRIOR TO CONSTRUCTION. 16. CONTRACTOR SHALL BE RESPONSIBLE TO MEETING THE STANDARDS AND REQUIREMENTS OF G A 06/24/24 DOC REL 09 - ADDENDUM A THE LOCAL NOISE ORDINANCE FOR ALL CONSTRUCTION PRACTICES. 06/03/24 DOC REL 07 - IFB 17. SEE OTHER SHEETS IN PLAN SET FOR MORE INFORMATION. 04/22/24 DOC REL 05 - 85% CD G 03/11/24 DOC REL 04 - 50% CD 02/09/24 DOC REL 03 - PRICING 01/22/24 DOC REL 02 - DD REV DATE DOC REL ## - DESCRIPTION PROJECT # 2300029 PROJECT MANAGER M. VANWIENEN DESIGNED BY Designer DRAWN BY Author QUALCHECK Checker SHEET TITLE PHASE 2 SITE LAYOUT GHAFARI ASSOCIATES © 2023 Project Manager RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's / Engineer's liability for any and all claims, including PLAN but not limited to those arising out of the Drawn by Surveyor's / Engineer's STEVEN A. MORRIS 902 WASHINGTON AVE professional services, negligence, gross MUSKEGON, MICHIGAN 220 Hoover Boulevard HEI Project Number misconduct, warranties or misrepresentations shall Holland, Michigan 49423-3766 www.hollandengineering.com C-102 23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W CITY OF MUSKEGON, MUSKEGON CO., MI. be deemed limited to an amount no greater than the service fee. T 616-392-5938 F 616-392-2116 SHEET NUMBER 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0" 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64' 112"=1'-0" 1"=1'-0" 3 4"=1'-0" 1 2"=1'-0" 3 8"=1'-0" 1 4"=1'-0" 3 16"=1'-0" 1 8"=1'-0" 3 32"=1'-0" 1 16"=1'-0" 1 32"=1'-0" TIE-IN TO EX. STM CB 12512 CORE (1) 8" HOLE @ ELEV = 588.10± VERIFY INVERT & STRUCTURE CONDITION PRIOR TO CONSTRUCTION Parkland Properties 75 W Walton Ave., Suite A, Muskegon, MI 49440 231-722-7001 https://parklandmi.com/ OH STM MH #12512 OH SS OH SS SS TIE-IN TO EX. STM CB 1482 OH SS CORE (1) 15" HOLE @ ELEV = 585.53± 588 SS VERIFY INVERT & STRUCTURE OH OH CONDITION PRIOR TO CONSTRUCTION 588 SS OH OH OH STM CB #1482 G OH OH SS OH ST SS OH OH ST ST OH 5 ST SS 90 W. W OH OH OH EST ST ST 0' 20' 40' 80' SS ERN AVE OH OH 37 OTTAWA NW SS OH 589 NUE OH G OH SUITE 700 SS ST OH PROPOSED + OH ST ST OH G SCALE 1" =40' SS TOWNHOUSE FFE=593.64 OH GRAND RAPIDS, MI 49503-2900 USA SS OH OH ST ST (2 UNITS) OH OH TEL +1.616.771.0909 SS ST OH OH PROP. 65 LF 15" HDPE www.ghafari.com SS OH ST OH SS OH STM SEWEROH@ 2.0% ST PROPOSED ST OH OH EX. FDC OH SS ST ST OH FFE=595.00 LOCATION FFE=595.11 + OH OH OH 8' OH OH OH STM MH #1526 SS OH 593 4 3 594 OH 592 ST 59 59 591 SS SS ST PROP. 8" INV = 590.18 59 PROP. 104 LF 8" RDL @ 2.0% 0 591 SS SS @ BUILDING OH PROP. 252 LF 8" RDL @ 2.0% ST 591 SS 592 SS ST 59 SS 0 SS OH ST 593 PROP. 8" INV = 593.04 SS SS ST 592 @ BUILDING STM MH #15005 SS SS PROP. 4' DIA CB 7 OH ST PROP. 54 LF 15" HDPE SS 59 SS PROPOSED ST STM SEWER @ 1.25% 2 591 RIM = 591.93 FFE=595.00 SS 15" INV NE = 586.83 SS OH ST ST SS 15" INV SE = 586.83 SS ST CONSULTANT INFORMATION SS GRADING & STORM SEWER NOTES: SS OH ST ST SS FFE=595.35 + SS ST 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ALL NECESSARY PERMITS PROP. 4' DIA CB 8 AND APPROVALS HAVE BEEN ACQUIRED PRIOR TO CONSTRUCTION. SS 593 2 593 59 OH ST ST SS SS SS SS SS SS RIM = 591.75 594 SS A 2. SITE DESIGN WAS DEVELOPED IN ACCORDANCE WITH THE INFORMATION CONTAINED IN 2 SS ST PROPOSED 592 59 FUTURE 15" INV NW = 587.51 THE GEOTECHNICAL REPORT AND SOIL BORINGS COMPLETED FOR THE PROJECT. SS COURTYARD FFE=595.80 PROP. 227 LF 8" RDL @ 1.2% 12" INV S = 587.71 CONTRACTOR SHALL ACQUIRE A COPY OF THE GEOTECHNICAL REPORT AND SOIL OH ST ST ST ST 5 94 SS BORING INFORMATION. SOIL CONDITIONS MAY VARY FROM THE GEOTECHNICAL SS ST PROP. 8" INV = 591.91 8" INV W = 588.00 INFORMATION, WHICH MAY AFFECT THE SITE DESIGN, EARTHWORK QUANTITIES, USABLE SS @ BUILDING SOILS, AND SOIL EROSION AND SEDIMENTATION CONTROL PRACTICES. CONTRACTOR OH ST ST ST 59 SS SHALL NOTIFY DESIGN ENGINEER AND GEOTECHNICAL ENGINEER IF SITE CONDITIONS 3 PROP. 27 LF 12" HDPE SS ST 593 VARY FROM SOILS INFORMATION CONTAINED IN THE GEOTECHNICAL INFORMATION. STM SEWER @ 2.0% SS OH ST ST 3. CALL MISS DIG AT LEAST THREE (3) WORKING DAYS PRIOR TO STARTING ANY ST SS G SS ST EXCAVATION. PROP. 2 FT HIGH SS + 4. CONTRACTOR SHALL VERIFY THAT THERE ARE NO UTILITY CONFLICTS PRIOR TO ST + ST ST 405 LF RETAINING WALL 59 SS FFE=595.36 CONSTRUCTION. SS ST 4 FFE=595.43 OH PROP. 4' DIA CB 9 5. ALL WORK WITHIN THE RIGHT-OF-WAY WILL REQUIRE A PERMIT AND OR APPROVAL FROM SS G CITY OF MUSKEGON AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT ST ST ST RIM = 592.25 PROP. 149 LF 12" HDPE SS SS ST EDITION OF THEIR STANDARDS & SPECIFICATIONS. 12" INV N = 588.25 STM SEWER @ 2.0% A OH 595 594 6. STORM WATER MANAGEMENT SYSTEM AND GRADING SHALL BE IN ACCORDANCE WITH 12" INV S = 589.20 ST ST ST THE CITY OF MUSKEGON STORM WATER ORDINANCE. SS 5 59 SS ST 8" INV W = 589.19 594 OH G 7. SITE CONTRACTOR RESPONSIBLE TO CONNECT STORM / ROOF WATER TO STORM DRAIN 591 1 592 A 590 0 593 592 593 59 59PROP. 2' DIA CB 4 AS SHOWN. REFER TO PLUMBING PLANS FOR CONNECTION TO THE BUILDING AND ST ST ST PROP. 2' DIA CB 6 PROP. 2' DIA CB 2 SS DETAILS. SS ST ST PROPOSED RIM = 594.54 RIM = 593.71 RIM = 593.68 OH STM CB #2136 STM CB #1962 PROP. 4' DIA OUTLET 8. SITE SHALL BE GRADED WITH SMOOTH CONTOURS IN ALL AREAS OF DISTURBANCE AND FFE=595.80 + 596 12" INV S = 591.79 12" INV S = 591.21 12" INV S = 591.05 ST ST FFE=595.43 STM MH #2026 GRADED TO SLOPE AWAY FROM THE EXISTING AND PROPOSED BUILDINGS AND CONTROL STRUCTURE SS 6 ST ST 59 595 595 G 596 SIDEWALKS. ST SS 594 59 OH 595 PROPOSED 18" WIDE STONE PROPOSED RIM = 597.25 59 595 595 4 PROP. 4' DIA MH 2 596 59 4 PROP. 8" INV = 594.02 9. ALL STORM SEWER PIPING SHALL BE ADS N-12, HANCOR HI-Q OR APPROVED EQUIVALENT 4 ST ST "SPILLWAY" FOR ROOF OVERFLOW FFE=595.80 595 RIM = 596.40 TOP OF WEIR WALL = 592.00 POLYETHYLENE (PE) PLASTIC PIPE AND FITTINGS, UNLESS OTHERWISE NOTED. WHERE SS @ BUILDING ST ST SS 24" INV E = 589.20 OH FFE=596.15 + 12" INV N = 592.18 SPECIFIED IN THE PLANS, CONCRETE CLASS IV PIPE WITH RUBBER GASKETS IS CORE CATCH BASIN EX. FDC REQUIRED. ST EX. FDC 24" INV W = 589.20 ST FOR 8" STORM LOCATION PROPOSED 8" INV SE = 592.28 G 597 SS ST 596 LOCATION FFE=597.71 10. SEE OTHER SHEETS IN PLAN SET FOR MORE INFORMATION. ST SS 596 OH 8" E INV = 593.42 12 1 595 59 595 7.6 ST 5 ST 596 59 PROP. 125 LF 12" HDPE SS A ST 3 ST 7.6 SS OH G STM SEWER @ 0.5% 59 G G G G G ST G SESC NOTES: 7.0 3T 2 STST PROPOSED 597 PROP. 125 LF 12" HDPE PROP. 125 LF 12" HDPE 59 97.3 5 7.0 7.0 59 97.4 1B 596 ST 59 59 7.0 7T ST 597 59 PROP. 60 LF 8" RDL @ 1.0% 596STM SEWER @ 1.0% STM 596 SEWER @ 1.0% SS FFE=597.71 6 5 5B 596 1. CONTRACTOR SHALL OBTAIN ALL STATE AND LOCAL PERMITS AS NECESSARY FOR REGISTRATION SEAL 597 ST 596 SS G 5 CONSTRUCTION. ST OH 592 OH ST ST ST PROP. 70 LF 8" RDL @ 2.6% STM MH #2837 PROP. 75 LF 24" HDPE ST 2. SITE DESIGN WAS DEVELOPED IN ACCORDANCE WITH THE INFORMATION CONTAINED IN STM SEWER @ 4.0% 598 STREET ST THE GEOTECHNICAL REPORT AND SOIL BORINGS COMPLETED FOR THE PROJECT. G STM MH #4616 STM MH #2842 ST PROP. 120 LF 12" HDPE PROP. 120 LF 15" HDPE SS ST OH SS ST A FFE=597.70 + 593 CONTRACTOR SHALL ACQUIRE A COPY OF THE GEOTECHNICAL REPORT AND SOIL STM SEWER @ 1.0% STM SEWER @ 0.4% G PROP. 8" INV = 594.10 BORING INFORMATION. SOIL CONDITIONS MAY VARY FROM THE GEOTECHNICAL 597 597 597 597 594 597 INFORMATION, WHICH MAY AFFECT THE SITE DESIGN, EARTHWORK QUANTITIES, USABLE 597 ST @ BUILDING STM MH #15737 ST 595 OH ST OH OH OH OH OH SOILS, AND SOIL EROSION AND SEDIMENTATION CONTROL PRACTICES. CONTRACTOR SS SHALL NOTIFY DESIGN ENGINEER AND GEOTECHNICAL ENGINEER IF SITE CONDITIONS G + STM MH #2782 VARY FROM SOILS INFORMATION CONTAINED IN THE GEOTECHNICAL INFORMATION. G PROPOSED ST ST OH STM MH #4617 FFE=598.08 ST 598 3. CONTRACTOR IS RESPONSIBLE TO ACQUIRE THE CITY OF MUSKEGON SOIL EROSION AND PROP. 129 LF 12" HDPE FFE=597.71 SS DIVISION STM MH #2424 OH SEDIMENTATION CONTROL PERMIT AND THE NPDES NOTICE OF COVERAGE AND COMPLY STM SEWER @ 0.4% 598 598 ST TIE-IN TO EX. STM CB 2782 STM MH #15736 ST WITH ALL PERMIT REQUIREMENTS AND WITH ALL STANDARDS AND REQUIREMENTS OF ST OH PROP. 2' DIA STM YB 1 598 598 598 ST G THE AGENCIES HAVING JURISDICTION. SS ST CORE (1) 12" HOLE @ ELEV = 592.60 G RIM = 596.80 PROP. 80 LF 12" HDPE 598 596 4. BEST MANAGEMENT PRACTICES SHALL BE UTILIZED DURING AND AFTER CONSTRUCTION VERIFY INVERT & STRUCTURE ST OH 12" INV E = 594.41 STM SEWER @ 1.0% FOR TEMPORARY AND PERMANENT SOIL EROSION AND SEDIMENTATION CONTROL ST CONDITION PRIOR TO CONSTRUCTION SS MEASURES. OH G 597 ST 5. CONTRACTOR SHALL PROVIDE A CERTIFIED STORM WATER OPERATOR FROM OH PROP. 58 LF 12" HDPE 599 ST G CONSTRUCTION COMMENCEMENT THROUGH FINAL SITE STABILIZATION. 599 599 599 SS STM SEWER @ 0.5% 599 599 6. THE TEMPORARY SOIL EROSION CONTROL MEASURES SHALL BE INSPECTED AND ST PROP. 4' DIA STM CB 5 OH A 598 PROP. 1,500 CUFT MAINTAINED WEEKLY AND AFTER EACH SIGNIFICANT RAIN EVENT IN ACCORDANCE WITH ST G OUTDOOR RIM = 597.83 SS THE EGLE REQUIREMENTS. COURTYARD UNDERGROUND 12" INV60E0 = 591.16 7. CALL MISS DIG AT LEAST THREE (3) WORKING DAYS PRIOR TO STARTING ANY ST 599 STORAGE CHAMBERS OH PROP. 4' DIA STM CB 3 G ST 12" INV N = 591.16 EXCAVATION. 600 600 RIM = 597.83 00 600 SEE DETAIL 1 THIS SHEET PROP.6 4' DIA STM CB 1 G 600 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY AND MUSKEGON COUNTY OH 599 SS 599 ST 15" INV E = 589.96 OH PROP. 4' DIA STM YB 2 RIM = 597.83 ROAD COMMISSION STANDARDS AND SPECIFICATIONS. ST PROP. 4' DIA STM MH 3 C RIM = 596.80 ST 12" INV W = 589.96 9. SOIL EROSION CONTROL MEASURES SHALL BE PLACED PRIOR TO EARTH MOVING OR RIM = 599.76 24" INV E = 589.40 601 12" INV N = 589.96 SS 600 GROUND DISTURBANCE AND REMAIN IN PLACE UNTIL FINAL RESTORATION HAS BEEN G 12" INV E = 593.89 OH 15" INV W = 589.48 TIE-IN TO EX. STM MH G ST 12" INV N = 593.40 STM LB #2445 0 ESTABLISHED. 12" INV W = 593.89 PROPOSED 12" INV W = 593.60 60 601 601 601INV600 12" N = 589.80 601 601 CORE (1) 24" HOLE 10. ALL FOREIGN MATERIAL OR DEBRIS FROM JOB SITE WHICH IS DEPOSITED ON PAVED OH FFE=597.71 STM CB #2710 601 SS @ ELEV = 585.50± ROADWAY SHALL BE REMOVED IMMEDIATELY. OH 8" INV S = 593.40 ST C STM MH #2761 601 VERIFY INVERT & STRUCTURE 11. THE PAVED ROADWAY SHALL BE SWEPT CLEAN AS NEEDED, BUT AT LEAST ONCE A 602 602 G G WINDOW WELL & PROP. 80 LF 8" RDL @ 1.0% CONDITION PRIOR TO CONSTRUCTION WEEK. SS 602 OH STM CB #2886 ST OH ACCESS STAIRS 12. SOIL EROSION CONTROL MEASURES ARE THE RESPONSIBILITY OF THE CONTRACTOR PROP. 8" INV = 594.25 OH 602 602 602 602 602 DURING CONSTRUCTION AND THE OWNER UPON COMPLETION. SEE ARCH. PLANS OH SS OH @ BUILDING 603 C G OH ST 13. CONTRACTOR SHALL PHASE THE PLACEMENT OF THE SOIL EROSION CONTROL OH 603 MEASURES AS NECESSARY FOR THE SITE IMPROVEMENTS WITHIN THE LIMITATIONS OF OH G THE ACQUIRED SOIL EROSION CONTROL PERMIT. SS ST OH 14. STOCKPILE AREAS SHALL BE STABILIZED WITH TEMPORARY OR PERMANENT SEED IN 603 603 603 603 603 60 G OH OH OH STM MH #6131 ACCORDANCE WITH THE CITY SOIL EROSION AND SEDIMENTATION CONTROL 3 SS OH 604 REQUIREMENTS. ALL EXCESS SPOILS SHALL BE REMOVED FROM SITE. 4 60 OH + 605 G + 15. ALL EXCESS SPOILS SHALL BE HAULED OFFSITE AND LEGALLY PLACED IN AN UPLAND ST OH OH OH FFE=597.73 FFE=597.71 AREA NOT ENCUMBERED BY WETLANDS OR FLOODPLAIN. SS OH OH OH G OH OH OH OH OH OH OH OH OH OH OH OH 606 16. THERE SHALL BE NO EARTH MOVEMENT OR DISTURBANCE OUTSIDE THE LIMITS OF OH ST OH OH DISTURBANCE WITHOUT PRIOR AUTHORIZATION FROM THE CITY. SS 17. THE MINIMUM AMOUNT OF SOIL EROSION AND SEDIMENTATION CONTROL MEASURES G ARE SHOWN THE DRAWINGS. CONTRACTOR SHALL PROVIDE ADDITIONAL CONTROL PROPOSED ST MEASURES, MAINTENANCE, AND/OR STABILIZATION MEASURES AS NECESSARY FOR SS FFE=597.71 CONSTRUCTION ACTIVITIES. OH ST 18. SEE OTHER SHEETS IN PLAN SET FOR MORE INFORMATION. G OH SS ST SS FFE=609.68 G + OH ST OH SS ST G SS PROPOSED ST CONSTRUCTION SCHEDULE YEAR ACTIVITY MONTH MONTH MONTH MONTH MONTH MONTH INSTALL CONTROLS A 06/24/24 DOC REL 09 - ADDENDUM A CLEARING 06/03/24 DOC REL 07 - IFB 04/22/24 DOC REL 05 - 85% CD GRADE 03/11/24 DOC REL 04 - 50% CD A 02/09/24 DOC REL 03 - PRICING BUILDING 01/22/24 DOC REL 02 - DD REV DATE DOC REL ## - DESCRIPTION PROP. 4' DIA STM CB 1 UTILITIES PROP. 4' DIA OUTLET RIM = 597.83 CB #2 CONTROL STRUCTURE 24" INV E = 589.40 PAVING RIM = 597.25 15" INV W = 589.48 TOP OF WEIR WALL = 592.00 PROJECT # 2300029 12" INV N = 589.80 PROP. 14 LF 24" HDPE 24" INV E = 589.20 STM SEWER @ 0.3% RESTORE 24" INV W = 589.20 PROJECT MANAGER M. VANWIENEN CB #3 *NOTE : CONSTRUCTION SCHEDULE MAY VARY BASED ON CONTRACTOR'S DESIGNED BY Designer MH #15736 SCHEDULE. CONTRACTOR SHALL UPDATE THE OCWRC IF CONSTRUCTION DRAWN BY Author SCHEDULE VARIES FROM ABOVE. QUALCHECK Checker PROP. 18 LF 24" HDPE SHEET TITLE STM SEWER @ 0.3% PROP. (7) ADS MC-3500 STORAGE CHAMBERS DRAINAGE & SESC PLAN GHAFARI ASSOCIATES © 2023 Project Manager RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's / Engineer's liability for any UNDERGROUND STORAGE CHAMBERS and all claims, including 1 but not limited to those arising out of the Drawn by Surveyor's / Engineer's STEVEN A. MORRIS 902 WASHINGTON AVE professional services, negligence, gross MUSKEGON, MICHIGAN 220 Hoover Boulevard HEI Project Number misconduct, warranties or misrepresentations shall Holland, Michigan 49423-3766 www.hollandengineering.com C-200 23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W CITY OF MUSKEGON, MUSKEGON CO., MI. be deemed limited to an amount no greater than the service fee. T 616-392-5938 F 616-392-2116 SHEET NUMBER 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0" 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64' 112"=1'-0" 1"=1'-0" 3 4"=1'-0" 1 2"=1'-0" 3 8"=1'-0" 1 4"=1'-0" 3 16"=1'-0" 1 8"=1'-0" 3 32"=1'-0" 1 16"=1'-0" 1 32"=1'-0" OH OH ST OH ST OH OH OH OH SS OH ST ST OH OH OH OH ST OH OH SS OH ST OH ST OH OH ST OH OH ST OH OH OH Parkland Properties SS OH ST OH OH ST OH OH ST OH 75 W Walton Ave., Suite A, 4 OH + OH 4.3 OH OH ST OH 59 OH OH OH OH Muskegon, MI 49440 SS ST OH OH 0 OH 3.8 OH OH SS 4 OH 59 3 593 OH 59 OH 594 59 592 591 5 231-722-7001 SS ST 3.0 SS 59 59 OH 0 2 .94 https://parklandmi.com/ 3.8 593 6 2.3 SS ST 591 59 SS OH 59 4 4.6 2 .5 591 59 SS ST % 592 SS 9 1.8% 4.0 1.3% OH 59 59 % SS ST 0 1.1 SS OH 8 0' 10' 20' 40' 2.1 593 9 2.3 1.8% 59 SS 59 ST % SS 1.0 1.0% OH 592 8 0 SCALE 1" =20' 3.9 1 5.0 6 4.9 3 1.9 4 59 59 4.3 6 4.4 59 SS ST 4.7 59 1.5% 5 5 59 3.2 1.9% 3.7 SS 59 9 OH 59 4.3 59 59 59 1.0% 6 SS PROPOSED ST 4.5 5 59 6 4.1 4.6 SS 59 0 2 59 2.1 OH FFE=595.00 59 % 591 1.9 59 1.0% 0 1.2% 37 OTTAWA NW 6 5.0 4.7 SS ST 8 1.1% 3.6 59 59 SS SUITE 700 6 1 59 4.4 OH 7 4.6 4.3 59 9 59 59 GRAND RAPIDS, MI 49503-2900 USA 3.3 0 1 3.2 4.0 0.1% SS ST 59 59 59 1.2% TEL +1.616.771.0909 SS OH 8 2.1 www.ghafari.com 0 59 5.0 3 1.3% SS 4.3 ST 59 6 8 4.7 3.6 1.2% 59 SS 4 59 59 3.8 OH 7 8 % 4.4 4.2 2 2 59 + 3 1.6 2.4 3.0 59 4.8 59 1 3.3 SS 59 59 0 4 ST 59 1.0 2.2 2.1 59 8 SS 1.5 % 59 59 1 2.0% OH 1.7 59 1.0% 2 5 5 59 2.4 1.9 1.7 SS 1.0% 59 59 ST 59 2 593 59 SS OH 593 % 1.3% 3.4 594 2 SS ST PROPOSED 1.4 59 % 8 2.0 2 592 1 6 SS 0 3.0 4 2.3 2.2 2.1 OH 9 3.9 % 59 1 FFE=595.80 1.9 59 3.7 59 59 59 4.4 59 1.0% 0.6% 59 2 SS ST 5.0 59 SS 59 % OH 1.4 1 8 9 4.0 3.7 5 2.1 594 3.0 59 59 1.0% 6 1 4 59 6 2.5 2.5 2.4 SS 59 2.2 ST 1.7% 0 1.2% 59 59 59 6 59 4.6 SS 1 3 0 3.4 2.9 2.6 OH 59 1.3% 2.2 CONSULTANT INFORMATION 59 59 59 59 SS 8 2 ST 2.3 2.7 SS 59 59 OH 59 1.0% 2.4% 3 SS ST 8 SS 3.8 0 3.5 OH 59 593 59 4 SS 3.0 ST 0 5.4 59 SS OH 59 3 8 5.7 5.6 SS ST 59 59 2.1% SS 3 4 1.0% OH 5.7 5.3 4 0 1.8% 5.1 4.9 59 59 8 6 3.3 59 59 2.0% 4.4 SS ST + 59 8 59 5.7 SS .80 + 59 59 4 5 4 % 5.1 59 % 1 1.3 1.3 5.2 59 SS ST 59 OH SS 1.2% 1.5% 9 5.1 9 2 59 5.1 5.7 2.8% SS ST 59 59 OH 0 SS 5.8 1.5% 9 7 5.1 59 4.4 0 3.9 59 59 SS 59 ST 2.4% OH SS 4 5.1 59 1.0% 595 594 ST OH 2 6 SS 4.0 4.4 5 4 1.2% 5.2 5.1 59 59 59 59 5 8 9 59 4.4 4.3 ST 59 59 OH SS 7 0 5.1 4.9 594 6 59 59 4.4 4 4.1 0 ST 5.8 59 OH 59 SS 59 2.6 % ST ST OH ST SS 1.0% ST 0.9% ST 59 4.0 % 6 0B 2.4% 4.7 OH 1.0 + 596 59 1 ST 6 5.6 4.4 SS 7 3.5 8 6.2 59 4.9 59 % 59 59 OH 96 6 596 6.1 ST 5 SS 59 PROPOSED REGISTRATION SEAL 595 8 595 1.8% 2.0% 6.4 FFE=595.80 OH 59 ST 3 6.0 SS 8 6.3 59 595 59 1.0% 8 2.9% 2.6 OH 5.1 7 9 5.1 % 6.6 ST 59 SS 59 59 7 + 59 5.1 9 OH 6.5 ST 59 4 SS 6.4 59 597 OH 596 ST SS 2.4% 596 9 5.8 4.1% 59 OH 1 ST 7.6 SS 596 59 1.1 % % OH 3.0 ST 1 SS 6.3 59 OH 1.8% ST SS PROPOSED 597 FFE=597.71 6 5 5 0 .75 0 7.4 6.7 6.7 7.3 97.3 7.7 97.7 6 ST 59 59 59 59 597 5 5 SS OH 1.0% 1.0% 1.0% 7 .30 0 0 0 0 2.6% 7.5 7.3 7.3 7 7 59 59 59 59 59 59 7.7 ST 59 ST SS OH 8 7.3 OH 59 SS ST ST 8 8.0 OH SS ST 59 ST + OH ST SS 2.0% ST .90 ST OH 0 8.4 8 3 SS ST 59 8.2 59 59 ST OH 1.0% SS ST + .26 PROPOSED 600 1.0% OH FFE=597.71 ST SS ST ST OH 598 SS ST 8.7 04 OH 59 99. 0 4 1.0% 8.3 SS ST 5 59 OH 0.3% SS ST 0.3% OH SS ST 7 8.3 1.0% OH 59 SS ST OH SS ST OH SS ST 59 1.0% .60 599 6 9.9 .32 0.8 600 6 6 60 9.2 OH 7 59 9.2 SS ST .32 1 3 7 59 7.7 8.5 8.7 59 599 0 0 7.5 59 OUTDOOR 59 59 6.8 1.2% 600.9 599.9 7 6 59 9.3 0 1 59 OH 1.0% 60 8.9 1 5 59 8.6 8.8 COURTYARD SS ST 0.6 0 59 59 0 6.8 59 59 8 0 1 7.5 8.8 2.0% 1.0% 7.7 7.5% 1.0% 599 OH 59 59 1 ST .7 97 1 6 1.9% 8.7 8.9 5 SS 59 59 2.6% OH ST 0 1 1 8.9 9.0 7.7 599 59 59 SS 59 2 A 06/24/24 DOC REL 09 - ADDENDUM A 9.7 2 OH 59 99.2 ST 3 06/03/24 DOC REL 07 - IFB 8 9.1 7 8.9 5 9.7 SS 59 59 59 04/22/24 DOC REL 05 - 85% CD ST ST ST OH ST 03/11/24 DOC REL 04 - 50% CD SS 600 02/09/24 DOC REL 03 - PRICING OH 01/22/24 DOC REL 02 - DD PROPOSED 0 SS 1.0% 1.0% 60 REV DATE DOC REL ## - DESCRIPTION OH FFE=597.71 7.7% 7.4% SS 601 5 0.3 OH 60 0.6 4 601 60 01.1 4 .50 PROJECT # 2300029 6 9 601 SS 1.1 60 OH PROJECT MANAGER M. VANWIENEN 9 0.8 6 7 1.9 SS 1.3 Designer 60 5.0% DESIGNED BY 60 60 602 OH OH 6 1.8 DRAWN BY Author OH 60 SS OH 7 3.4% 2.0% 2.3 OH QUALCHECK Checker 60 8 OH OH 1.7 7 SHEET TITLE 2.2 SS 60 6 4 60 3.2 3.3 OH OH 6.2% 60 60 9 2.7 2.4% OH 603 60 DETAILED OH SS 5B .69 5B 5B 5B 5B OH .3 2 3.3 3.3 3.3 3.3 3 OH 60 60 4 GRADING PLAN 2.5 60 60 OH 60 60 GHAFARI ASSOCIATES © 2023 60 Project Manager SS 60 5T 5T SHAW WALKER The Surveyor's / 3 6.3 .81 6.3 OH RYAN T. YSSELDYKE, P.E. 60 5B B 60 Engineer's liability for any .35 5B 5B 5B OH 3.3 OH OH 3.3 3.3 3.3 3 60 60 OH and all claims, including SS 6 60 60 60 3.2 60 OH but not limited to those 60 4.2 7T 5T 5T 5T 5T 3 6.3 arising out of the 6.3 6.3 6.3 6.3 OH OH 60 60 60 60 60 60 SS 60 60 60 60 60 Drawn by Surveyor's / Engineer's 6.0 5.6 5.9 6.2 6.2 6.0 902 WASHINGTON AVE 0 3 4 4 0 7 4 professional services, 5 60 3.5 STEVEN A. MORRIS 60 OH OH 60 5.6 negligence, gross MUSKEGON, MICHIGAN 220 Hoover Boulevard 6 SS HEI Project Number misconduct, warranties or misrepresentations shall Holland, Michigan 49423-3766 C-201 9 6 4.7 4.3 OH OH www.hollandengineering.com 23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W be deemed limited to an 60 60 SS SHEET NUMBER amount no greater than T 616-392-5938 F 616-392-2116 CITY OF MUSKEGON, MUSKEGON CO., MI. the service fee. OH OH 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0" 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64' 112"=1'-0" 1"=1'-0" 3 4"=1'-0" 1 2"=1'-0" 3 8"=1'-0" 1 4"=1'-0" 3 16"=1'-0" 1 8"=1'-0" 3 32"=1'-0" 1 16"=1'-0" 1 32"=1'-0" ST SS ST SS OH G ST SS ST SS OH 8 3.3 ST SS ST 59 SS Parkland Properties G 75 W Walton Ave., Suite A, ST SS ST OH SS Muskegon, MI 49440 ST SS ST G OH SS 231-722-7001 0' 10' 20' 40' ST SS ST 2.4% OH https://parklandmi.com/ SS SCALE 1" =20' ST G ST OH SS 5 8 9 59 59 4.4 4.3 ST ST 3.6 4B 4B 4B 9B 6B 59 59 OH 7T 2.4 2.4 2.4 2.6 2.9 7B SS 5.6 59 59 59 59 59 59 594 G 4 ST 4T 4.4 7T ST 4 59 0 59 59 4.4 5.2 1 591 OH 593 0 592 592 590 4.9 593 59 59 59 59 59 59 59 59 SS 594.4 594.6 4.4 4.9 59 59 4.4 4.4 4.4 4.4 5.6 6 4T 6T 4 4 4 4 7 ST ST ST 4 OH ST 4.4 SS 59 ST 3.5 59 ST G 59 0B 1.0% 4.0 5 4.5 ST 0B 1.0 59 OH 1.6 % 1.1 596 1 ST % % % 1.8% 5.6 % 1.0 1.3 % 1.1 SS 7 9 1.7% 3.5 8 59 6.2 5.9 59 4.9 % 5.4 59 59 ST 59 1.9% 9 OH 6 6 59 G 6.1 37 OTTAWA NW ST 595 595 SS 59 59 594 4 595 8 59 59 SUITE 700 4 6.4 ST 1.8% 2.0% 595 4 596 59 OH GRAND RAPIDS, MI 49503-2900 USA ST 3 6.0 SS 8 6.3 59 TEL +1.616.771.0909 9 5.4 ST 59 .59 4 1 .20 8 0 2 .23 7 3 .20 1 0 5 .80 5 3.0% 2.9% 59 2.6 4.5 4.8 3.6 4.2 4.8 5.3 5.2 3.7 4.2 4.9 4.5 9 G OH 7 6.6 www.ghafari.com 5 5.3 94 94 95 94 94 % 6.2 59 59 59 59 59 59 59 59 59 59 59 ST 55 65 85 85 45 59 2.1% 1.3% 3.4% 1.7% 1.7% 1.8% 59 SS 8 8 6 8 4 4 59 4.6 4.8 4.3 5.1 5.1 4.3 4.3 4.7 4.7 4.3 4.7 59 59 59 59 59 59 59 59 59 59 59 ST 9 4 8 4 8 2 OH 6.5 4.7 4.6 5.3 4.6 4.9 ST 4 59 6.4 59 59 59 59 59 SS 59 2 4.9 ST G 597 59 OH 596 ST SS 9 2.4% 5.8 59 ST 59 595 595 OH 5 ST SS G ST OH ST SS ST OH 1.8% ST SS G ST 6 596 CONSULTANT INFORMATION 7.4 2.0% ST 59 59 SS OH 6 7 596 3.2% 7.5 596 597 ST 596 7 596 59 7.7 ST 59 G ST SS OH 592 % 2.9 3.1 3.0 ST % % 8 7.3 3.1% 2.8% 2.7% 2.7% 2.3% OH 59 SS 2.7% % ST ST 3.0 ST G 3.0 8 8.0 OH SS % ST 59 593 ST ST OH 597 ST SS 2.0% ST 597 ST 597 G 597 597 594 597 8.4 90 ST 595 OH 3 59 98. 0 8.2 SS ST 5 ST 59 ST OH 1.0% SS ST G ST 26 600 .26 . 600 1.0% OH ST SS ST 598 ST ST OH G 598 SS ST ST ST 59 59 59 598 59 59 8.7 04 598 ST 8.3 8.3 7.1 7.7 7.6 59 99. 0 OH 4 1.0% 598 598 8.3 598 ST 0 0 2 1 1 SS ST 5 59 ST ST ST 9 7.6 8 2 8 2 5 2 7 2 8 2 5 1.0% 1.0% 1.0% 1.2% 1.1% 7.9 8.2 7.9 8.2 7.9 8.2 7.9 8.2 7.9 8.2 7.9 59 G 59 59 59 59 59 59 59 59 59 59 59 OH 3 3 3 3 3 598 596 3 7.8 8.4 7.8 8.4 7.8 0.3% 8.4 SS ST 0.3% 59 59 59 59 59 59 ST OH SS ST G 7 ST 8.3 1.0% OH 59 SS ST 597 ST OH SS ST 599 G 599 599 REGISTRATION SEAL ST 599 599 599 OH SS ST 59 1.0% .60 599 600 9.9 6 .3 .86 600 2 0.8 ST 6 6 OH 60 9.2 598 1.0% 8.8 98.7 .27 SS ST G 2 59 3 7 9.3 5 99 3.8% 8.5 5 59 59 ST 60 600.90 0 599.9 7 1 6 0.9 9.3 8.9 OH 0.6 1 5 60 59 8.6 59 3.3% SS ST 0 59 59 3.3% 0 ST 8.8 7.5% 2.0% 1.0% % 1.0% 599 600 OH 3.8 59 G 3.6% % 3.1% ST 3.4 3.4 1 6 1.9% 8.7 8.9 % % SS 600 59 ST 59 3.4 3.2 600 600 2.6% 600 OH 3.4 3.6% % ST 0 3.6% 1 8.9 600 9.0 % 599 59 59 SS 599 ST G 9.2 2 OH 59 99.7 2 ST 3 .98 9.1 5 7 9.7 SS 8 59 ST 59 59 ST ST ST OH ST SS 600 ST G 601 OH 1.0% 0 SS 60 ST 1.0% 1.0% 601 601 601 600 601 601 OH 7.7% 7.4% G SS 601 5 ST 0.3 OH 60 0.6 4 601 601 60 01.1 4 .50 .50 6 9 601 SS 1.1 ST 60 OH 602 602 60 60 60 60 60 9 G 1.6 1.9 1.6 1.9 1.6 0.8 6 6 7 2.5 1.9 SS 1.3 9 7 9 7 9 ST 60 5.0% 60 60 60 602 9 9 9 9 9 9 9 9 9 9 OH 60 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.8 OH 6 1.9 1.8 60 60 60 60 60 60 60 60 60 60 OH 5 9 9 .09 .09 .09 60 2.0 2.0 SS ST OH 2 2 2 7 60 60 60 60 60 3.4% 2.0% 2.3 602 OH 602 602 602 602 60 G 8 OH OH 1.7 7 2.2 SS ST 60 6 4 603 60 3.2 3.3 OH OH 6.2% 60 60 .00 9 3.5% 2.7 2.4% 3 OH 603 60 60 OH SS ST 3.3% 3.3% 5B 2.2 9 % G OH 3.3% 2.4 % 2.6 2.2 % 3.3% 2.2 3.3 4 2.3 2.3 % 3.3% OH 2.5 % 60 60 % OH 60 ST SS 60 5T 3.8 6.3 OH 1 60 5B OH OH OH 3.3 ST OH SS .26 60 603 603 603 603 603 60 60 G 4.2 3 3 OH 60 3 5T OH 6.3 OH OH 60 60 5.6 SS OH 3 604 60 60 60 ST OH 4 3.5 3.5 3.5 5 0 0 0 0 0 0 60 3.5 3.5 3.5 3.5 3.5 3.5 3.5 60 0 0 0 OH OH OH 60 60 60 60 60 60 60 5.6 605 6 SS G OH ST OH 6 9 OH 4.3 4.7 OH OH OH 60 60 SS OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH ST 606 OH OH G SS UE ST OH OH SS ST SS ST SS ST OH SS ST SS ST OH A 06/24/24 DOC REL 09 - ADDENDUM A 06/03/24 DOC REL 07 - IFB 04/22/24 DOC REL 05 - 85% CD 03/11/24 DOC REL 04 - 50% CD 02/09/24 DOC REL 03 - PRICING 01/22/24 DOC REL 02 - DD REV DATE DOC REL ## - DESCRIPTION PROJECT # 2300029 PROJECT MANAGER M. VANWIENEN DESIGNED BY Designer DRAWN BY Author QUALCHECK Checker SHEET TITLE DETAILED GRADING PLAN GHAFARI ASSOCIATES © 2023 Project Manager RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's / Engineer's liability for any and all claims, including but not limited to those arising out of the Drawn by Surveyor's / Engineer's STEVEN A. MORRIS 902 WASHINGTON AVE professional services, negligence, gross MUSKEGON, MICHIGAN 220 Hoover Boulevard HEI Project Number misconduct, warranties or misrepresentations shall Holland, Michigan 49423-3766 www.hollandengineering.com C-202 23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W CITY OF MUSKEGON, MUSKEGON CO., MI. be deemed limited to an amount no greater than the service fee. T 616-392-5938 F 616-392-2116 SHEET NUMBER 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0" 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64' 112"=1'-0" 1"=1'-0" 3 4"=1'-0" 1 2"=1'-0" 3 8"=1'-0" 1 4"=1'-0" 3 16"=1'-0" 1 8"=1'-0" 3 32"=1'-0" 1 16"=1'-0" 1 32"=1'-0" TIE-IN TO EX. SAN. MH 1537 Parkland Properties CORE (1) 8" HOLE @ ELEV = 585.29± 75 W Walton Ave., Suite A, VERIFY INVERT & STRUCTURE CONDITION PRIOR TO CONSTRUCTION Muskegon, MI 49440 231-722-7001 https://parklandmi.com/ OH OH SAN MH #1537 SS PROP. WATER SERVICE FOR FIRE PROTECTION OH SS TIE-IN TO EX. WATERMAIN SS OH SS 588 SS OH OH 588 SS OH OH OH G OH OH SS OH ST SS OH OH ST ST OH 5 ST SS 90 W. W OH OH OH EST ST ST 0' 20' 40' 80' SS ERN AVE OH + OH 37 OTTAWA NW SS OH 589 N OH UE G OH FFE=595.33 SUITE 700 SS ST OH PROPOSED + OH ST ST OH G SCALE 1" =40' SS TOWNHOUSE FFE=593.64 OH GRAND RAPIDS, MI 49503-2900 USA SS OH PROPOSED OH OH ST ST TEL +1.616.771.0909 (2 UNITS) OH SS ST OH FDC LOCATION OH www.ghafari.com SS OH ST OH SS OH ST PROPOSED ST OH OH OH EX. FDC OH SS ST ST OH FFE=595.00 LOCATION FFE=595.11 + OH OH OH 8' OH OH OH SS OH OH ST SS SS ST 59 0 591 SS PROP. 8" SAN INV = 587.15 SS PROP. 78 LF 8" SDR-26 OH ST SS @ BUILDING SANMH #1537 SS ST PVC SAN. SEWER @ 2.0% 59 SS SAN MH #1536 0 SS OH ST SS SS ST 592 SS SS OH ST SS SS PROPOSED ST 591 FFE=595.00 A SS SS OH ST ST SS SS ST PROP. 4' DIA SAN. MH B PROP. 4' DIA SAN. MH A CONSULTANT INFORMATION SS SS OH ST ST RIM = 594.00 RIM = 595.50 SS FFE=595.35 + SS ST 8" INV NW = 586.85 PROP. 255 LF 6" SDR-26 12" INV E = 587.24 SS PROP. SANITARY CLEANOUT 2 SS 8" INVSSE = 586.95 593 59 8" INV S = 587.34 OH PVC SAN. SEWER @ 1.0% ST ST SS SS SS SS SS 8" INV = 589.98 PROPOSED SS ST FUTURE 8" INV W = 587.34 PROP. 9 LF 8" SDR-26 SS COURTYARD FFE=595.80 OH ST ST ST ST 594 PVC SAN. SEWER @ 1.0% SS PROP. 20 LF 8" SDR-26 SS ST PVC SAN. SEWER @ 1.0% PROP. GREASE INTERCEPTOR SS SEE PLUMBING PLANS A OH ST ST ST 59 SS PROP. 27 LF 12" SDR-26 3 SS ST PVC SAN. SEWER @ 0.40% SS OH PROP. 33 LF 6" SDR-26 ST ST ST SS G SS ST PVC SAN. SEWER @ 1.0% PROP. 2 FT HIGH SS + ST + SAN MH #2035 ST ST 405 LF RETAINING WALL SS FFE=595.36 SS ST FFE=595.43 OH SS G ST ST ST PROP. 195 LF 6" SDR-26 SS SS ST PVC SAN. SEWER @ 1.5% OH 595 ST ST ST SS 5 59 SS ST PROP. 6" SAN INV = 590.45 594 OH G 591 1 592 590 0 593 592 593 @ BUILDING 59 59 ST ST ST SS SS ST ST PROPOSED PROP. WATER SERVICE TIE-IN TO EX. SAN. MH 2035 OH FFE=595.80 FOR FIRE PROTECTION + 596 CORE (1) 12" HOLE @ ELEV = 587.13± ST ST FFE=595.43 PROP. 6" SAN INV = 590.45 SS ST ST TIE-IN TO EX. WATERMAIN SAN MH #2141 VERIFY INVERT & STRUCTURE G 596 ST PROPOSED SS OH @ BUILDING 595 PROPOSED CONDITION PRIOR TO CONSTRUCTION FDC LOCATION ST ST FFE=595.80 SS ST ST SS OH EX. FDC FFE=596.15 + ST EX. FDC PROP. SANITARY CLEANOUT ST LOCATION PROPOSED G 597 SS ST 596 SAN MH #4615 LOCATION FFE=597.71 8" INV = 587.43 ST SS OH 12 ST ST PROP. 167 LF 8" SDR-26 SS ST ST SS OH G G G G G G PVC SAN. SEWER @ 2.0% ST G STST PROPOSED 597 ST ST SS FFE=597.71 REGISTRATION SEAL 597 ST SS G ST OH 592 OH ST ST ST ST SAN MH #2648 598 STREET ST G ST SS ST OH SS ST FFE=597.70 + 593 G PROP. SANITARY CLEANOUT SAN MH #2659 8" INV = 590.68 594 ST ST 595 OH ST OH OH OH OH OH SS G + G PROPOSED ST ST OH FFE=598.08 ST 598 FFE=597.71 SS DIVISION OH ST ST ST OH PROP. 6" SAN INV = 590.73 ST G SS ST G @ BUILDING 596 ST OH PROP. 4 LF 6" SDR-26 ST PROP. 120 LF 8" SDR-26 SS A PVC SAN. SEWER @ 1.0% OH PVC SAN. SEWER @ 2.0% G 597 ST OH ST G SS ST OH 598 ST G OUTDOOR SS COURTYARD ST PROP. 8" DIA. WATER SERVICE SAN MH #2694 599 OH G ST FOR FIRE PROTECTION G OH TIE-IN TO EX. WATERMAIN 599 SS 599 ST PROP. SANITARY CLEANOUT OH ST C ST 8" INV = 593.07 SS 600 G PROPOSED PROP. 4 LF 6" SDR-26 OH G ST FDC LOCATION PROPOSED PVC SAN. SEWER @ 1.0% 6 00 600 OH FFE=597.71 601 SS OH ST C 601 602 G G WINDOW WELL & SS 602 OH ST OH ACCESS STAIRS PROP. 6" SAN INV = 593.11 OH SEE ARCH. PLANS OH SS OH @ BUILDING 603 C G OH ST OH 603 OH G SS ST OH G OH OH OH SS OH 604 4 60 OH + 605 G + SAN MH #15002 ST OH OH OH FFE=597.73 FFE=597.71 SS OH OH OH G OH OH OH OH OH OH OH OH OH OH OH OH 606 OH ST OH OH SS G PROPOSED ST SS FFE=597.71 OH ST G OH SS ST SS FFE=609.68 G + OH ST OH SS ST G SS ST A 06/24/24 DOC REL 09 - ADDENDUM A 06/03/24 DOC REL 07 - IFB 04/22/24 DOC REL 05 - 85% CD 03/11/24 DOC REL 04 - 50% CD 02/09/24 DOC REL 03 - PRICING 01/22/24 DOC REL 02 - DD REV DATE DOC REL ## - DESCRIPTION PROJECT # 2300029 PROJECT MANAGER M. VANWIENEN DESIGNED BY Designer DRAWN BY Author QUALCHECK Checker SHEET TITLE SITE UTILITY PLAN GHAFARI ASSOCIATES © 2023 Project Manager RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's / Engineer's liability for any and all claims, including but not limited to those arising out of the Drawn by Surveyor's / Engineer's STEVEN A. MORRIS 902 WASHINGTON AVE professional services, negligence, gross MUSKEGON, MICHIGAN 220 Hoover Boulevard HEI Project Number misconduct, warranties or misrepresentations shall Holland, Michigan 49423-3766 www.hollandengineering.com C-301 23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W CITY OF MUSKEGON, MUSKEGON CO., MI. be deemed limited to an amount no greater than the service fee. T 616-392-5938 F 616-392-2116 SHEET NUMBER 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0" 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64' 112"=1'-0" 1"=1'-0" 3 4"=1'-0" 1 2"=1'-0" 3 8"=1'-0" 1 4"=1'-0" 3 16"=1'-0" 1 8"=1'-0" 3 32"=1'-0" 1 16"=1'-0" 1 32"=1'-0" CASTING AS SPECIFIED 8" MAX. MAX. 1'-6" 24" I.D. PRECAST CONCRETE ADJUSTING RINGS AS REQ'D (1 MIN. - 5 MAX.) A HANDRAIL PRECAST CONCRETE ECCENTRIC CONE Parkland Properties SECTION W/ TONGUE AND GRADE TO DRAIN SURFACE GROOVE JOINT BENCH & FLOW CHANNELS 36" MINIMUM WATER AWAY FROM THE WALL 75 W Walton Ave., Suite A, 2' MAX. EJ 1040A CASTING SET OR EQUALLY APPROVED W/ SOLID COVER SOLVENT WELD TO THREAD Muskegon, MI 49440 ADAPTER W/PLUG (TYP) APPROVED MANHOLE STEPS 15" O.C. 24" I.D. PRECAST CONCRETE ADJUSTING RINGS AS REQ'D GRADE M.H. LID & FRAME E.J. #1566 OR EQUALLY APPROVED PAVEMENT SECTION 231-722-7001 (1 MIN. - 5 MAX.) SETBACK = 1 8" 5 MOVE BLOCKS FORWARD DURING INSTALLATION TO ENGAGE SHEAR KNOBS https://parklandmi.com/ PAVEMENT / GRADE NOTE: CATCH BASINS & YARD EXPOSED WALL (HEIGHT (TYP.) RETAINED SOIL DRAINS WITH DEPTH LESS VARIES THAN 4' FROM TOP OF CASTING PER 6" THICK 3,000 P.S.I. CONCRETE 4' MAX.) TO INVERT OF STORM PIPE PLAN PRECAST MANHOLE SECTIONS IN ACCORDANCE ONE LAYER NON-WOVEN MAY BE CONSTRUCTED WITH 6" MIN. BURY GEOTEXTILE FABRIC WITH ASTM C478, GASKETS IN ACCORDANCE WITH CONCENTRIC CONE SECTIONS DEPTH ASTM C923 WITH BITUMINOUS SEAL COATED POLYMER COATED STEEL STEPS (TYP) W/OUT STEPS PEA GRAVEL VARIES 4' DRAINSTONE (AASHTO # 57 OR EQUAL) EXTERIOR. DRYCAST MANHOLES ARE NOT ALLOWED. 1'-4" TO EXTEND AT LEAST 12" BEHIND BLOCKS 50% TO 65% OF BASE ALIGNED IN DIRECTION OF TRAVEL AND (TYP.) 1.6" TO 2.4" PERPENDICULAR (OR RADIAL) TO GRADE BREAK 41" DEEP SOLID MIDDLE STORM SEWER BLOCK (TYP.) 41" DEEP SOLID 1.6" TO 2.4" PRECAST CONCRETE FLEXIBLE CORE & SEAL BOOT AS 0.2" 24" MANUFACTURED BY KOR-N-SEAL OR 4' BOTTOM BLOCK MANHOLE SECTIONS ASTM PROPOSED SANITARY C-478 W/ TONGUE AND EQUIVALENT FORMED INTEGRAL WITH MANHOLE LATERAL 0.65" MIN REMOVE TOP HALF OF SEWER LATERAL GROOVE JOINT SECTIONS (STANDARD) OR NON-SHRINK GROUT 4" DRAIN TILE FOR PLACEMENT OVER EXISTING PIPE. (OUTLET TO DAYLIGHT) 0.9" TO 1.4" WIDTH OF B.F. RAMP 4" 2' SUMP 8" LEVELING PAD 0.65" MIN COMPACTED SAND BACKFILL UNDER (AASHTO #57 OR EQUAL) NOTE: DOME SECTION DOME SPACING DOME ALIGNMENT OUTLET PIPE FOR LAWN AREAS OMIT M.H. LID, FRAME AND COVER. 37 OTTAWA NW PRECAST CONCRETE MANHOLE BASE PRECAST CONCRETE MANHOLE BASE PROVIDE 4 INCHES MINIMUM COVER OVER PLUG. PLACE 12" OF #4 REBAR NEXT TO RISER PIPE TO AID IN SUITE 700 4" COMPACTED SAND LOCATING CLEAN OUT. GRAND RAPIDS, MI 49503-2900 USA 4" COMPACTED MDOT CLASS II SAND COMPACTED SUBGRADE TEL +1.616.771.0909 www.ghafari.com COMPACTED SUBGRADE SAMPLING MANHOLE SANITARY LATERAL CLEAN OUT RETAINING WALL BARRIER FREE DETECTABLE WARNING STRIP D2 D3 D4 D5 CASTING AS SPECIFIED 4' DIA. CATCH BASIN CASTING AS SPECIFIED D1 1:50 MAX. CROSS PITCH TYP. LINE OF TOP OF WALK BEYOND 24" I.D. PRECAST CONCRETE TOOLED CURB JOINT ADJUSTING RINGS AS REQ'D 6" (1 MIN. - 5 MAX.) 4" THICK CONCRETE 24" I.D. PRECAST CONCRETE A ASPHALT 3" WALK. SEE PLAN VIEW. ADJUSTING RINGS AS REQ'D (1 MIN. - 5 MAX.) 3" PITCH IN 2'-0" ASPHALT 6X6 WWF REINFORCING CONSULTANT INFORMATION PAVEMENT 1'-0" PRECAST CONCRETE ECCENTRIC 6" 4" MIN. COMPACTED SAND BASE CONE SECTION W/ TONGUE AND PROVIDE CONTROL JOINTS EVERY 10' AND 5 1/2" 18" EXPANSION JOINTS EVERY 50' (TYP.) 6" GROOVE JOINT 2 #4 BARS CONT. 2"R APPROVED MANHOLE TOPSOIL SECTIONAL VIEW BARRIER FREE PARKING SIGN SHALL BE STEPS 15" O.C. DESIGNED AND SIZED IN ACCORDANCE 6" APPROVED MANHOLE STEPS 15" O.C. 1 3/8" 1'-6" WITH CURRENT ADA STANDARDS 14" 2"R 6' 6' MINIMUM 6' 9" 3,500 PSI CONC. CURB AND WALK CONC WALK FLUSH CURB AND WALK PARKING PER SLOPE UP WITH PAVEMENT SLOPE UP PLAN 4" MIN. COMPACTED PER NOTE: CATCH BASINS & YARD DRAINS WITH $250 FINE PLAN 6" SAND CUSHION DEPTH LESS THAN 4' FROM TOP OF MINIMUM CASTING TO INVERT OF STORM PIPE MAY 2' NOTE: CATCH BASINS & YARD DRAINS WITH NOTE: BE CONSTRUCTED WITH CONCENTRIC DEPTH LESS THAN 4' FROM TOP OF SEE GRADING PLAN FOR MAINTAIN BOTTOM OF CONCRETE 12" CONE SECTIONS W/OUT STEPS VAN CASTING TO INVERT OF STORM PIPE MAY 4' 6" SPOT GRADES AT RAMPS. MIN. BELOW FINISH GRADE ACCESSIBLE BE CONSTRUCTED WITH CONCENTRIC ELEVATION CONE SECTIONS W/OUT STEPS STORM SEWER 2" SQUARE STEEL TUBE. WELD CAP PLATE COMPACTED SUBGRADE TO TOP. PRIME WITH ONE COAT PRIMER 24" WIDE DETECTABLE WARNING AND TWO COATS DARK BRONZE ENAMEL PRECAST CONCRETE MANHOLE STRIP. SEE DETECTABLE WARNING SECTIONS ASTM C-478 W/ HEAVY BROOM FINISH STRIP DETAIL. TONGUE AND GROOVE JOINT PERPENDICULAR TO TRAVEL PRECAST CONCRETE MANHOLE SECTIONS ASTM C-478 W/ TONGUE 2' SUMP PITCH OUT 60" MIN. AND GROOVE JOINT COMPACTED SAND (TYPICAL) CROSS PITCH 2'-0" ASPHALT 1:50 MAX. CROSS BACKFILL UNDER PAVEMENT PITCH OUTLET PIPE STORM SEWER PRECAST CONCRETE 1:50 MAXIMUM PROVIDE CONTROL JOINTS EVERY 10' AND 5 1/2" 18" 1:12 MAX. 1:12 MAX. MANHOLE BASE EXPANSION JOINTS EVERY 50' (TYP.) SLOPE SLOPE PRECAST CONC 4" COMPACTED MDOT 2"R MANHOLE BASE CLASS II SAND TOPSOIL COMPACTED SAND 4" COMPACTED MDOT BACKFILL UNDER FINISH GRADE 6" 1 3/8" CLASS II SAND OUTLET PIPE COMPACTED 6' 6' MINIMUM 6' SUBGRADE 14" 2"R TOOLED CURB JOINT CURB AND WALK CONC WALK FLUSH CURB AND WALK 6" HIGH CURB SLOPE UP TO 6" SLOPE UP TO 6" 6-1/4" WITH PAVEMENT 3,500 PSI CONC. ABOVE PAVEMENT ABOVE PAVEMENT 30" MINIMUM EMBEDMENT LENGTH COMPACTED SUBGRADE 4" MIN. COMPACTED PLAN SAND CUSHION TYPE F BARRIER FREE SIDEWALK RAMP BARRIER FREE PARKING SIGN 4' DIA. STORM MANHOLE 2' DIA. CATCH BASIN C2 C3 C4 C5 REGISTRATION SEAL COMPACTED SUBGRADE NOTES: · LOCATE CONTROL JOINTS AT 20' MAX SPACING & INTERSECTIONS · SPACE EXPANSION JOINTS AT 100' MAXIMUM 4000 PSI CONC WITH 6x6 W1.4xW1.4 W.W.F. · BROOM SWEPT FINISH SEE PLAN MDOT F-4 CONC. CURB/GUTTER W/OUT REBAR PROVIDE CONTROL JOINTS EVERY 10' AND EXPANSION JOINTS EVERY C1 12" 1" RADIUS 50'(TYP) STANDARD LIGHT BROOM 12" 12" FINISH TO MATCH 4" AS NOTED EXISTING (TYP) 1" TYP 6" 9" TYP WIDTH BITUMINOUS BITUMINOUS NOTES: 6" 1'-3" SURFACE SURFACE · W.W.F. SHALL BE CHAIRED UP (OR OTHER APPROVED METHOD) TO ENSURE CONTROL JOINT TYPICAL X" TOPSOIL MINIMUM W.W.F. IS AT APPROPRIATE DEPTH WITHIN THE CONCRETE SECTION. MDOT F-4 CONC. CURB/GUTTER W/OUT REBAR · · · LOCATE CONTROL JOINTS AT 20' MAX SPACING & INTERSECTIONS SPACE EXPANSION JOINTS AT 100' MAXIMUM BROOM SWEPT FINISH 10" 4,000 PSI CONC. 5'-0" NOTES: TOOLED BITUMINOUS EXTEND GRAVEL SUBBASE 6" LOCATE CONTROL JOINTS AT 8' MAX CONTROL JOINT PAVEMENT BEYOND EDGE OF PAVEMENT SPACING CONC SIDEWALK (PLAN VIEW) 6" MDOT CLASS II SAND 24" EXPANSION AND CONSTRUCTION SPACE EXPANSION JOINTS 24' COMPACTED 4000 PSI CONC WITH 6x6 PREMOLDED EXPANSION/ ISOLATION JOINTS INSTALL SEALANT AND MAXIMUM SAND W2.9xW2.9 W.W.F. STRIP WITH REMOVABLE TOP CAP. FILL 1.5" MDOT 4E1 BACKER ROD INTO JOINT W/ TRAFFIC SEALANT BITUMINOUS PAVEMENT BROOM SWEPT FINISH BITUMINOUS PAVEMENT COMPACTED 4000 PSI CONC WITH 6x6 SUBGRADE 2" MDOT 4E1 W1.4xW1.4 W.W.F. 1/4" TOPSOIL BITUMINOUS PAVEMENT 6" RE-TOOLED CONTROL JOINT 3/8" 1/8"R X" COMPACTED GRAVEL 6" 8" MDOT 21AA 1 1/3" AGGREGATE BASE (CIP) 4" XX" MDOT CLASS II MIN 12" APPROVED COMPACTED GRANULAR MATERIAL 4" 4" INTEGRAL WALK AND CURB 24" CONC GUTTER PAN SUBBASE - CLASS II SAND OR NATIVE MATERIAL IF SUITABLE APPROVED COMPACTED B5 B6 SUBBASE - CLASS II SAND OR NATIVE MATERIAL IF SUITABLE WWF @ 2" BELOW TOP APPROVED COMPACTED SUBBASE ENGINEERED FILL AS REQUIRED. - CLASS II SAND OR NATIVE MDOT CLASS II OR CLASS IIA OR COMPACTED SUBGRADE MATERIAL IF SUITABLE APPROVED ON-SITE MATERIAL ONLY. COMPACTED SUBGRADE *OR APPROVED EQUAL PARKING LOT BITUMINOUS PAVEMENT SECTION BITUMINOUS VALLEY GUTTER 6" CONCRETE PAVEMENT 4" CONCRETE SIDEWALK B1 B2 B3 B4 6" REINFORCED CONCRETE 6" REINFORCED CONCRETE PAVEMENT FOR DUMPSTER PAVEMENT FOR DUMPSTER & REFUSE TRUCK & REFUSE TRUCK 21' SEE SITE LAYOUT PLAN, SHEET C-101 20' 21'-1 3/4" 1x6 CEDAR SLATS A 06/24/24 DOC REL 09 - ADDENDUM A 6x6 TREATED POST 06/03/24 DOC REL 07 - IFB 6-3/4" O.D. OUTER PIP TO PIVOT 04/22/24 DOC REL 05 - 85% CD 6"X6" WOLM. POSTS (TYP) PRESSURE 6"X6" WOLM. POSTS (TYP) PRESSURE 20'-6" 3 7/8" 3 7/8" TREATED TREATED 03/11/24 DOC REL 04 - 50% CD 10'-3" 10'-3" 9'-8 5/8" 02/09/24 DOC REL 03 - PRICING 5 3/8" 5 3/8" 2" 19'-7 1/4" 2" 01/22/24 DOC REL 02 - DD 1" 1" 9'-8 5/8" REV DATE DOC REL ## - DESCRIPTION 3/18" 6" CONCRETE PAVEMENT TO 9" 9'-6 5/8" 6" 9'-6 5/8" 5 3/8" OUTSIDE OF POSTS 5 3/8" 9" PROJECT # 2300029 5'-6" 6' 14' PROJECT MANAGER M. VANWIENEN DESIGNED BY Designer GUARD POST - 6" DIA x 8'-0" DRAWN BY Author 6'-4 7/8" O.C. 6" STANDARD STEEL BUMPER FILLED WITH GROUT (TYP) HASP AND DOOR PULLS 1x6 CEDAR SLATS QUALCHECK Checker SMOOTH FACE CANE BOLT W/ SHEET TITLE RECIEVER 3' 14" DIAMETER CONCRETE FOOTING AT POSTS DECORATIVE FENCE DETAIL 3'-6" 4'-3" O.C. 4'-3" O.C. A2 GENERAL 1'-3" 1'-3" 6" GRAVEL 6" DETAILS GHAFARI ASSOCIATES © 2023 9" Project Manager 6'-9 1/4" O.C. 6'-9 1/4" O.C. GATE RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's / Engineer's liability for any 6 3/4" and all claims, including 48' O.C. but not limited to those arising out of the Drawn by Surveyor's / Engineer's PLAN VIEW STEVEN A. MORRIS 902 WASHINGTON AVE professional services, negligence, gross DUMPSTER ENCLOSURE MUSKEGON, MICHIGAN 220 Hoover Boulevard A1 HEI Project Number misconduct, warranties or misrepresentations shall Holland, Michigan 49423-3766 www.hollandengineering.com C-501 23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W CITY OF MUSKEGON, MUSKEGON CO., MI. be deemed limited to an amount no greater than the service fee. T 616-392-5938 F 616-392-2116 SHEET NUMBER 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0" 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64' 112"=1'-0" 1"=1'-0" 3 4"=1'-0" 1 2"=1'-0" 3 8"=1'-0" 1 4"=1'-0" 3 16"=1'-0" 1 8"=1'-0" 3 32"=1'-0" 1 16"=1'-0" 1 32"=1'-0" OH PROPOSED DECORATIVE FENCE SEE DET A2 SHT C-501 OH SS OH SS SS Parkland Properties OH SS 75 W Walton Ave., Suite A, SS Muskegon, MI 49440 OH OH SS OH OH OH G OH OH 231-722-7001 SS OH ST SS OH OH ST OH ST 0' 20' 40' 80' https://parklandmi.com/ ST SS W. WEST OH OH OH ST ST SS ERN AVE OH OH SS OH NUE OH SCALE 1" =40' G OH ST SS OH PROPOSED + OH ST ST OH G SS FFE=593.64 OH TOWNHOUSE SS OH OH ST OH ST (2 UNITS) OH SS ST OH OH SS OH ST OH SS OH ST PROPOSED ST OH OH OH EX. FDC OH SS ST ST OH FFE=595.00 LOCATION FFE=595.11 + OH OH OH 8' OH OH OH SS OH 593 4 3 594 OH 592 ST 59 59 591 SS SS ST 1-TUPELO SS SS OH ST 1-REDBUD 591 SS 592 SS ST 3-MAPLE SS SS 1-IRONWOOD OH ST 593 SS 1-REDBUD SS ST 3-CRAB 37 OTTAWA NW SS SUITE 700 SS OH ST SS PROPOSED 2-CRAB 59 GRAND RAPIDS, MI 49503-2900 USA SS ST 2 FFE=595.00 TEL +1.616.771.0909 SS SS OH ST ST SS www.ghafari.com SS ST SS SS OH ST ST 1-IRONWOOD SS FFE=595.35 + SS ST SS SS 593 OH ST ST SS SS SS SS SS SS 594 SS 2 SS ST PROPOSED 592 59 FUTURE SS COURTYARD FFE=595.80 OH ST ST ST ST SS SS ST 2-HAWTHORN SS OH ST ST ST SS 2-HAWTHORN SS ST 593 SS 3-MAPLE OH ST ST ST SS G SS ST SS + + ST ST ST CONSULTANT INFORMATION 59 SS FFE=595.36 SS ST 4 FFE=595.43 OH SS G ST ST ST SS SS ST OH 2-HAWTHORN 594 1-REDBUD ST ST ST SS SS ST 2-HAWTHORN OH G ST ST ST SS SS ST ST PROPOSED OH FFE=595.80 + ST ST FFE=595.43 2-CRAB 1-MAPLE 2-HAWTHORN 1-MAPLE 2-CRAB SS 6 ST ST 59 595 G 595 ST SS 594 59 OH PROPOSED 59 595 595 4 596 59 4 4 1-TUPELO ST 1-CRAB 1-CRAB ST FFE=595.80 595 SS ST ST SS OH EX. FDC FFE=596.15 + ST EX. FDC ST LOCATION PROPOSED G SS ST LOCATION FFE=597.71 ST 4-LILAC SS 596 OH 12 1-TUPELO 1 595 59 595 7.6 1-SERVICEBERRY ST 5 ST 596 59 PROPOSED SS ST 3 ST 7.6 SS OH G FENCED DOG 59 G G G G G ST G 7.0 3T STST PROPOSED PARK AREA 59 97.3 5 2 7.0 59 97.4 1B 596 7.0 ST 59 7.0 7T ST 597 59 59 (30'x80') SS FFE=597.71 6 5 5B 596 596 596 ST 596 SS G 5 ST OH OH ST ST ST ST ST DIVISION STREET ST G 1-TUPELO ST SS ST OH SS ST FFE=597.70 + G 597 597 597 597 597 597 ST ST OH ST OH OH OH OH OH SS G + G PROPOSED ST ST OH A FFE=598.08 FFE=597.71 ST 2-HAWTHORN 1-REDBUD 2-CRAB 1-REDBUD 2-HAWTHORN SS OH PROPOSED DECORATIVE FENCE 598 598 ST ST ST OH 598 598 598 ST SEE DET A2 SHT C-501 G SS ST G PROPOSED SPREADING 598 ST PROPOSED 4-'-5' ST OH EVERGREEN SHRUBS REGISTRATION SEAL ST FLOWERING SHRUBS SS -SHADE TOLERANT 1-ALTHEA OH -SHADE TOLERANT G ST PROPOSED 6'-7' OH 599 1-TUPELO ST G FLOWERING SHRUBS 599 599 599 SS 599 599 -SHADE TOLERANT ST OH LAWN ST G OUTDOOR SS COURTYARD ST 600 LAWN OH G 1-IRONWOOD ST 600 600 600 600 G 600 OH SS ST OH PROPOSED 3'-4' ST C FLOWERING SHRUBS HARDSCAPED ST 601 SS G -SHADE TOLERANT ENTRANCE OH G ST PROPOSED 601 601 601 601 601 OH FFE=597.71 PROPOSED SCULPTURES SS 2-CRAB 1-MAPLE 1-MAPLE OH 2-HAWTHORN 2-CRAB ST C W/ SUBDUED LIGHTING 602 G G SS OH ST OH 602 OH 602 602 602 602 OH SS OH 1-TUPELO C G OH ST 1-SERVICEBERRY OH OH G 1-CRAB 1-CRAB 1-IRONWOOD SS ST OH 603 603 603 603 603 60 G OH OH OH 3 SS OH OH + G + ST OH OH OH FFE=597.73 FFE=597.71 SS OH OH OH G OH OH OH OH OH OH OH OH OH OH OH OH OH ST OH OH SS G PROPOSED ST SS FFE=597.71 OH ST G OH SS ST SS FFE=609.68 G + OH ST OH SS ST G SS ST OH SS G PLANT LIST KEY SIZE COMMON NAME BOTANICAL NAME MATURE SIZE/COMMENTS PLANTING NOTES: CANOPY TREES 1. DRIVEWAY ENTRANCE PLANTINGS, SIGN PLANTINGS, BUILDING FOUNDATION PLANTINGS, AND COURTYARD PLANTINGS TO BE DESIGNED BY OTHERS AT OWNER'S DIRECTION. PLANTINGS AT ENTRNACES AND SIGNAGE SHALL MEET CLEAR VISION REQUIREMENTS. MAPLE 2-1/2"BB CELEBRATION MAPLE ACER X FREEMANII 'CELZAM' 45'Hx25'S; SEEDLESS; COMPACT; RED & GOLD FALL COLOR 2. ALL TREES AND SHRUBS SHALL BE PLANTED A MINIMUM OF 4' AWAY FROM PAVEMENT. PLANTS SHALL BE PLANTED OUTSIDE FRONT UTILITY REDBUD 2-1/2"BB REDBUD CERCIS CANADENSIS 30'Hx25'S; HEART-SHAPED LEAVES; GOLDEN-YELLOW FALL COLOR EASEMENT AND AS CLOSE TO EDGE OF DRAINAGE EASEMENTS AS POSSIBLE. TUPELO 2-1/2"BB TUPELO / BLACK GUM NYSSA SYLVATICA 50'Hx30'S; PYRAMIDAL; ORANGE, RED & GOLD FALL COLOR 3. ALL LAWN AND PLANTING AREAS SHALL BE IRRIGATED WITH UNDERGROUND IRRIGATION IN SUCH WAY TO MAINTAIN VEGETATION IN A HEALTHY IRONWOOD 2 1/2"BB AMERICAN HOPHORNBEAM OSTRYA VIRGINIANA 30'Hx25'S; SLOW GROWTH; TOLERATES URBAN CONDITIONS; GOLDEN FALL COLOR AND GROWING MANNER. ORNAMENTAL TREES 4. ALL LANDSCAPE AREAS SHALL BE MAINTAINED BY OWNER. TREES AND OTHER VEGETATION THAT DIE SHALL BE PROMPTLY REPLACED WITH IN AMELANCHIER 2"BB AUTUMN BRILLIANCE SERVICEBERRYAMELANCHIER X GRANDIFOLIA 'AUTUMN BRILLIANCE' 20'Hx15'S; TREE FORM; WHITE SPRING FLOWERS, RED FRUIT, BRILLIANT FALL COLOR KIND VEGETATION. 2"BB CRUSADER HAWTHORNE CRTAEGUS C. INERMIS 'CRUZAM' 15'Hx12'S; THORNLESS; WHITE FLOWERS, GLOSSY FOLIAGE, ORANGE/PURPLE-RED IN FALL; RED FRUIT 5. CONTRACTOR SHALL PROVIDE SPECIFIED TREES, SHRUBS, GROUND COVERS AND OTHER PLANT MATERIAL THAT COMPLY WITH ALL HAWTHORN RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK." PLANT MATERIAL SHALL BE HEALTHY, CRAB 2"BB AMERICAN SALUTE CRAB MALUS 'AMSALZAM' 18'Hx10'S; ROSE-RED SPRING FLOWERS; MAROON FOLIAGE; DISEASE RESISTANT VIGOROUS STOCK GROWN WITH GOOD HORTICULTURAL PRACTICE AND INSTALLED IN ACCORDANCE WITH METHODS ESTABLISHED BY THE LILAC 2"BB IVORY SILK LILAC SYRINGA RETICULATA 'IVORY SILK' 20'Hx15'S; CREAMY-WHITE FLOWERS IN JULY; HARDY COMPACT TREE AMERICAN ASSOCIATION OF NURSERYMEN. A 06/24/24 DOC REL 09 - ADDENDUM A ORNAMENTAL SHRUBS 6. SEED SHALL BE PLACED OVER 6" TOPSOIL IN ALL PROPOSED LAWN AREAS AND ALL AREAS DISTURBED BY CONSTRUCTION EXCEPT AS NOTED ON 06/03/24 DOC REL 07 - IFB THE PLANS. SOD SHALL BE PLACED IN ALL AREAS AS SHOWN ON THE PLANS OVER 4" TOPSOIL. 04/22/24 DOC REL 05 - 85% CD ALTHEA 24" CONT. ALTHEA (ROSE-OF-SHARON) HIBUSCUS SYRIACUS 'APHRODITE' 8'Hx6'S; DARK PINK FLOWERS, LATE SUMMER; SUN/SHADE 7. PLANTING SOIL CONSISTING OF 1/3 TOPSOIL, 1/3 PEAT MOSS AND 1/3 SAND SHALL BE PLACED IN ALL GROUND COVER AND FLOWER BEDS. DEPTH 03/11/24 DOC REL 04 - 50% CD SHALL BE NOT LESS THAN 8". 02/09/24 DOC REL 03 - PRICING 6. FOLLOWING CONSTRUCTION, RESTORE ALL DISTURBED AREAS WITH EARTH CARPET SPARTAN GRADE "A" SEED MIX, UNLESS OTHERWISE NOTED. 01/22/24 DOC REL 02 - DD LAWN- SPARTAN GRADE A MIX 7. PLANT MATERIAL SUBSTITUTIONS SHALL BE APPROVED BY OWNER & LANDSCAPE ARCHITECT. REV DATE DOC REL ## - DESCRIPTION SPARTAN GRADE A MIXTURE by Earth Carpet 10% Cannon Kentucky Bluegrass 10% Gold Rush Kentucky Bluegrass 20% Ronde Kentucky Bluegrass PROJECT # 2300029 15% SR5100 Chewings Fescue 25% SR5210 Creeping Red Fescue PROJECT MANAGER M. VANWIENEN 10% SR4500 Perennial Ryegrass DESIGNED BY Designer 10% Manhattan 4 Perennial Ryegrass DRAWN BY Author SEEDING RATE: 5 LBS. PER 1,000 SQUARE FEET. HYDROSEED ALL AREAS WITH A SLURRY OF SEED, QUALCHECK Checker PULVERIZED MULCH, FERTILIZER AND WATER. PLACE IN ALL DISTURBED AREAS NOT LABELED AS SHEET TITLE DETENTION BASIN SEED MIX PHASE 1 LANDSCAPE GHAFARI ASSOCIATES © 2023 Project Manager RYAN T. YSSELDYKE, P.E. SHAW WALKER The Surveyor's / Engineer's liability for any and all claims, including PLANTING but not limited to those arising out of the PLAN Drawn by Surveyor's / Engineer's SHRUB PLANTING DETAIL TREE PLANTING DETAIL STEVEN A. MORRIS 902 WASHINGTON AVE professional services, negligence, gross MUSKEGON, MICHIGAN 220 Hoover Boulevard HEI Project Number misconduct, warranties or misrepresentations shall Holland, Michigan 49423-3766 www.hollandengineering.com L-101 23-11-013 PT. OF THE NE 1/4 , SECT 25, T10N, R17W CITY OF MUSKEGON, MUSKEGON CO., MI. be deemed limited to an amount no greater than the service fee. T 616-392-5938 F 616-392-2116 SHEET NUMBER 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" 1"=20'-0" 1"=30'-0" 1"=40'-0" 1"=50'-0" 1"=60'-0" 1"=80'-0" 1"=100'-0" 1"=200'-0" 1"=400'-0" 1"=500'-0" 1"=1000'-0" 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 0 32' 64' 112"=1'-0" 1"=1'-0" 3 4 "=1'-0" 1 2"=1'-0" 3 8"=1'-0" 1 4"=1'-0" 3 16"=1'-0" 1 8"=1'-0" 3 32"=1'-0" 1 16"=1'-0" 1 32"=1'-0" SHAW WALKER BUILDING UNIT MIX 6/5/2024 1st floor 2nd floor 3rd floor 4th floor 5th floor Parkland Properties NO OF % / NO. 75 W Walton Ave., Suite A, UNITS % / NO. OF GROSS OF NO OF Muskegon, MI 49440 TOTAL NET SF/ GROSS PER % / UNIT BEDROOM NET SF/ SF/ TOTAL BDRM TYPE A % PER UNIT TYPE QTY QTY QTY QTY QTY UNITS UNIT SF/ UNIT TYPE TYPE TYPE Unit Type Description UNIT UNIT UNITS TYPE UNITS TYPES* 231-722-7001 BUILDING 3 - Apartments A1 studio/Junior BR 403 460 10 6.19% https://parklandmi.com/ UP ST - A1 studio/Junior BR 2 2 2 2 2 10 403 460 27 3.06% 8.26% A2 studio/Junior BR 426 480 12 ST - A2 studio/Junior BR 2 3 2 3 2 12 426 480 3.67% A3 studio/Junior BR 443 484 5 ST - A3 studio/Junior BR 1 1 1 1 1 5 443 484 1.53% A4 studio/Junior BR 511 537 4 SHAW WALKER 1 BR - B1 1br/1ba 8 8 8 8 8 40 588 661 259 12.23% 79.20% B1 1br/1ba 588 661 40 70.26% 2.09% 930 WASHINGTON AVE 1 BR - B2 1br/1ba 10 10 10 10 10 50 527 562 15.29% B2 1br/1ba 527 562 50 MUSKEGON, MI 49441 1 BR - B3 1br/1ba 16 17 18 18 18 87 617 635 26.61% B3 1br/1ba 617 635 87 1 BR - B3 ANSI 1br/1ba 1 1 1 1 1 5 640 660 1.53% B3 ANSI 1br/1ba 640 660 5 5 1 BR - B4 1br/1ba 2 2 2 2 2 10 614 656 3.06% B4 1br/1ba 614 656 10 A 1 BR - B7 1br/1ba 13 14 13 14 13 67 510 539 20.49% B5 1br/1ba 740 800 2 2 BR - C1 2br/2ba 2 3 3 3 3 14 1,154 1,204 39 4.28% 11.93% B7 1br/1ba 510 539 67 DN 2 BR - C2 2br/2ba - 1 1 1 1 4 1,159 1,201 1.22% B8 ANSI 1br/1ba 742 800 3 3 DN 2 BR - C4 2br/2ba 2 2 2 2 2 10 888 940 3.06% B9 1br/1ba 637 694 1 2 BR - C8 2br/2ba 1 1 1 1 1 5 1,030 1,095 1.53% B10 (B7) 1br/1ba 540 582 23 UP 2 BR - C9 2br/2ba 1 - 1 - 1 3 776 830 0.92% B10 (B2) 1br/1ba 540 582 23 37 OTTAWA NW DN DN UP DN DN DN 2 BR - C13 2br/2ba - - 1 1 1 3 848 904 0.92% B11 1br/1ba 732 763 35 SUITE 700 3 BR - D1 3br/2.5ba - - 1 1 - 2 1,208 1,315 2 0.61% 0.61% B12 1br/1ba 704 767 1 0.39% GRAND RAPIDS, MI 49503-2900 USA 327 B20 1br/1ba 769 808 5 TEL +1.616.771.0909 BUILDING 4 - Apartments C1 2br/2ba 1154 1204 14 21.56% 2.54% www.ghafari.com 1 BR - B5 1br/1ba - - 1 1 - 2 740 800 6 12.50% 37.50% C2 2br/2ba 1159 1201 4 1 BR - B8 ANSI 1br/1ba - - - 3 - 3 742 800 18.75% C4 2br/2ba 888 940 10 UP 1 BR - B9 1br/1ba - - - 1 - 1 637 694 6.25% C6 2br/2ba 1192 1263 2 3 BR - C3 3br/2.5ba - 1 1 - - 2 1,281 1,336 6 12.50% 37.50% C7 2br/2ba 922 984 2 3 BR - C5 3br/2.5ba - 2 2 - - 4 1,345 1,436 25.00% C8 2br/2ba 1030 1095 5 2 BR - C6 2br/2ba - 1 1 - - 2 1,192 1,263 4 25.00% C9 2br/2ba 776 830 3 ANSI 2 BR - C7 2br/2ba - - 1 1 - 2 922 984 12.50% C10 2br/2ba 958 995 1 0.39% 16 C13 ANSI 2br/2ba 848 904 3 3 ANSI ANSI BUILDING 5 - Apartments C20 2br/2ba 958 990 5 ST - A4 studio/Junior BR - 1 1 1 1 4 511 537 4 4.49% 4.49% C21 2br/2ba 951 1003 6 1 BR - B10 (B7) 1br/1ba - 6 6 6 5 23 540 582 82 25.84% 92.13% C22 2br/2ba 1092 1127 8 1 BR - B10 (B2) 1br/1ba 6 6 6 5 23 540 582 C23 2br/2ba 1349 1414 5 CONSULTANT INFORMATION 1 BR - B11 1br/1ba 7 7 7 7 7 35 732 763 39.33% C24 2br/2ba 1261 1322 5 1 BR - B12 1br/1ba - 1 - - - 1 704 767 1.12% C25 2br/2ba 1262 1314 5 2 BR - C10 2br/2ba 1 1 958 995 1 1.12% 1.12% C26 2br/2ba 1364 1476 5 3 BR - D2 3br/2.5ba - - 1 1 - 2 1,121 1,181 2 2.25% 2.25% C27 2br/2ba 1262 1337 10 89 C28 2br/2ba 1262 1337 10 BUILDING 6 - Condos C29 2br/2ba 1277 1371 5 1 BR - B20 1br/1ba 1 1 1 1 1 5 769 808 5 7.25% 7.25% D1 3br/2.5ba 1208 1315 2 2.00% 2 BR - C20 2br/2.5ba 1 1 1 1 1 5 776 830 64 7.25% 92.75% D2 3br/2.5ba 1121 1181 2 2 BR - C21 2br/2.5ba 2 1 1 1 1 6 951 1,003 8.70% C3 3br/2.5ba 1281 1336 2 2 BR - C22 2br/2.5ba - 2 2 2 2 8 848 904 11.59% C5 3br/2.5ba 1345 1436 4 2 BR - C23 2br/2.5ba 1 1 1 1 1 5 1,349 1,315 7.25% 501 2 BR - C24 2br/2.5ba 1 1 1 1 1 5 1,261 1,322 7.25% * Studio & 1 BR Combined and 2 BR & 3BR Combined for % Type A per type 2 BR - C25 2br/2.5ba 1 1 1 1 1 5 1,262 1,314 7.25% 2 BR - C26 2br/2.5ba 1 1 1 1 1 5 1,364 1,476 7.25% ANSI required units (2%) total 2 BR - C27 2br/2.5ba 2 2 2 2 2 10 1,262 1,337 14.49% Phase 1 Unit Subtotal (Bldg... 61 69 73 74 66 343 7 2 BR - C28 2br/2.5ba 2 2 2 2 2 10 1,262 1,337 14.49% Phase 2 Unit Subtotal (Bldg... 20 35 35 35 33 158 4 2 BR - C29 2br/2.5ba 1 1 1 1 1 5 1,277 1,371 7.25% TOTAL ANSI UNITS REQUIRED 501 11 69 ANSI ST 0 TOTAL BLDG UNITS 81 104 108 109 99 501 1BR (B3, B8) 8 TOTAL GROSS UNIT SF 45,554 60,205 64,718 62,880 55,380 288,737 2 BR (C13) 3 NIC NIC Common Areas (corridors, stairs, etc) 20,226 16,203 13,877 14,003 22,468 86,777 3 BR 0 Parking (not included in calc) 0 - - - - - TOTAL ANSI UNITS PROVIDED 11 Clubhouse - - - - 2,597 2,597 NIC Utility 1,231 1,953 1,058 2,828 762 7,832 Future Restaurant 5,460 - - - - 5,460 Future Retail 4,448 - - - - 4,448 Storage 7,387 1531 2353 2,849 1,082 15,202 % Efficiency 74.55% 77.27% 81.79% 79.61% 68.61% 70.24% TOTAL GROSS BLDG (W/O... 84,306 79,892 82,006 82,560 82,289 411,053 REGISTRATION SEAL ICC A117.1 NOTE SEE DRAWINGS FOR UNIT LISTED AS ANSI (THESE ARE "TYPE A UNITS"). ALL OTHER 5 UNIT MIX - FIFTH FLOOR 3 UNIT MIX - THIRD FLOOR UNITS ON ACCESSIBLE LEVELS (SEE THIS SHEET FOR LOCATIONS) ARE CONSIDERED "TYPE B UNITS". BLOCKING SHALL BE INSTALLED IN ALL UNITS FOR FUTURE ADAPTATIONS. GRAB BARS IN TYPE A UNITS CAN BE INSTALLED IN THE FUTURE. AD2-00-01 SCALE: 1" = 60'-0" AD2-00-01 SCALE: 1" = 60'-0" OCCUPANCY TYPE AND UNIT MIX A1 C6 FITNESS A2 C7 FUTURE RESTAURANT (A2) A3 C8 FUTURE DN UP RESTAURANT A4 C9 LOADING (S2) B1 C10 FUTURE RETAIL (M) B2 C13 - ANSI STORAGE (S2) B3 C20 UTILITY DN DN DN UP B3 - ANSI C21 UP DN UP B4 C22 DN DN UP B5 C23 ANSI DN DN B7 C24 ANSI ANSI ANSI B8 - ANSI C25 ANSI UP DN B9 C26 B10 C27 B11 C28 B12 C29 B20 D1 C1 D2 A 06/24/24 DOC REL 09 - ADDENDUM A 06/03/24 DOC REL 07 - IFB 04/22/24 DOC REL 05 - 85% CD C2 BUSINESS (B) 03/11/24 DOC REL 04 - 50% CD REV DATE DOC REL ## - DESCRIPTION C3 CLUBHOUSE PROJECT # 2300029 NIC NIC NIC C4 COMMON SPACE PROJECT MANAGER M. VANWIENEN 6/24/2024 8:50:58 AM NIC DESIGNED BY A. ECKERT C5 LOUNGE (A2) DRAWN BY B. CHIU / N. WIERSMA NIC QUALCHECK GRAND RAPIDS SHEET TITLE UNIT MATRIX PLANS GHAFARI ASSOCIATES © 2023 4 UNIT MIX - FOURTH FLOOR 2 UNIT MIX - SECOND FLOOR 1 UNIT MIX - FIRST FLOOR AD2-00-01 SCALE: 1" = 60'-0" AD2-00-01 SCALE: 1" = 60'-0" AD2-00-01 SCALE: 1" = 60'-0" GO1-01-00 SHEET NUMBER 1"=10'-0" 0 10' 20' 1"=20'-0" 0 20' 40' 1"=30'-0" 0 30' 60' 1"=40'-0" 0 40' 80' 1"=50'-0" 0 50' 100' 1"=60'-0" 0 60' 120' 1"=80'-0" 0 80' 160' 1"=100'-0" 0 100' 200' 1"=200'-0" 0 200' 400' 1"=400'-0" 0 400' 800' 1"=500'-0" 0 500' 1000' 0 1000' 2000' 00-1-0 1"=1000'-0" Hearing, Case 2024-15: Request to amend the planned unit development (PUD) at 3400,3460, 3474 Wilcox Avenue, 1875 Waterworks Road, and 1490 Edgewater Street (the Docks). SUMMARY 1. The original PUD was approved in June of 2019 and was amended in June of 2020. The amendment was to relocate the boat basin, the addition of six housing units and an additional street connection to Edgewater St via Manhattan Ave. 2. The applicant has spent the past few years working with the Michigan Department of Environment, Great Lakes, and Energy (EGLE) to determine where the established wetlands are located on site. EGLE has determined that more of the property is considered an established wetland than previously thought. The applicant is proposing this revised PUD to avoid developing on these wetlands. 3. Please see the attached site plan packet that includes all of the relevant development information and changes from the previously approved PUD. 4. Please see the attached “Lot Descriptions and Setbacks” document, which describes the buildings shown on the site plan. The site plan depicts units 124 and 125, but does not label them. They are located just east of units 93-96. 5. The underlying zoning of the property is R-1, Low-Density Single-Family Residential. According to the zoning ordinance, “Where a cluster development abuts a body of water, at least 50% of the shoreline, as well as reasonable access to it, shall be a part of the common open space land.” This proposed PUD increases the waterfront public access from 51% in the last PUD to 85% in this amendment. 6. There are 85 public parking spaces located in front of the multi-family buildings, near the common area. Residential parking for the multi-family housing will be located behind the buildings. 7. The fire access road to Harbour Towne has remained on the plan. 8. Please see the “Marina vs Private Docks” attachment. Dock locations on the site plan are just for reference. 9. Notice was sent to all properties within 300 feet of the subject property. At the time of this writing, staff had not received any comments from the public. STAFF RECOMMENDATION Staff recommends approval of PUD amendment with the condition that the stormwater permit be obtained from the Engineering Department. Staff may have more recommendations at the meeting. DELIBERATION The following proposed motion is offered for consideration: I move that the request to amend the planned unit development (PUD) at 3400,3460, 3474 Wilcox Avenue, 1875 Waterworks Road, and 1490 Edgewater Street be recommended to the City Commission for approval with the following conditions: 1. The applicant receives a stormwater permit from the Engineering Department. 11 Planned unit Development Application for Second Amendment to PUD July 11, 2024 Table of Contents The Sand Docks Development • Executive Summary • Changes from the June 2020 Approved PUD • The PUD Requirements • Landscape and Architecture of the Development • Engineering and Development Strategy • Project Phasing Plan EXHIBITS A. Location of the Site B. Approved PUD Site Plan C. Proposed PUD Site Plan D. Drawings 1 Topographic Survey C-200 Site Layout Plan C-300 Grading and Drainage Plan C-400 Utility Layout Plan C-700 Typical Sections FIG-1 Vehicle Tracking Exhibit FIG-2 Phasing Plan FIG-3 Public Vs Private Access Figure E. Lots and Setbacks F. Conceptual Architecture Executive Summary The Sand Docks (previously referred to as The Docks) is situated between 1000’ feet of existing Muskegon Lake shoreline on the East and a short walk to Lake Michigan on the West. The site location is shown on Exhibit A. The Sand Docks emphasizes engagement of the water and open space throughout the pedestrian-oriented development. Greenspace, dune ridges and landscaping form the perimeter and buffer the development from neighboring residents. The Sand Docks’ new 10.5 acre boat basin takes center stage, providing immediate access to Muskegon Lake and just minutes away from Lake Michigan via the Muskegon channel. This feature provides one mile of new waterfront, varying in width from 90’ to 280’ and contains a variety of shoreline conditions from gradual sloping sand shore to hard seawall, enabling for a variety of uses. The boat basin will include 81 marina docks and 25 docks at private residences. Common amenities include boardwalks, parks, trails and firepits. Residents may enjoy over- water decks, docks, boathouses. Anchoring the boat basin is the community center with a pool, fitness center, pickleball courts, a kayak launch and other amenities for residents and a neighborhood restaurant for public enjoyment. Waterfront homes, including some with boathouses make up one area while cottages fronting on pocket parks and boardwalks find their place in another. The underlying zoning for the property is R-1. As a PUD The Sand Docks is an innovative design incorporating mixed and varied uses, clustering homes in some areas while providing significant open space in the form of parks, wetlands, walkways and water. The density under the proposed PUD is 240 units, approximately the same as was approved in 2020. In addition to residential units there are 28 standalone garages/storage sheds. One non- residential building will house a restaurant, ice cream store and convenience/marine supply store, community room, fitness room and locker rooms. Changes from the June 2020 Approved PUD. The City Commission approved the Planned Unit Development (PUD) for The Sand Docks on June 25, 2019 followed by an approval of an amendment on June 23, 2020. From a high – level the current site plan looks very similar to that which was approved in 2020. See Exhibits B and C. Significant changes to the PUD plan as previously approved include the following: • A conservation easement totaling 9.88 acres which includes wetlands that will not be impacted by the development is being established. The previous plan included 3.63 acres of wetland, most of which was being created. • The amount of waterfront accessible to the public is increasing from 51% to 85%. • The number of lots for single family homes in decreasing from 141 to 123 • The large 4-story, 30-unit condo building is being eliminated. o There will be 3 smaller condo building of 2-3 stories with 9 to 18 units. The Planned Unit Development Requirements The Sand Docks has not been designed as a PUD to increase density, or cluster homes to reduce infrastructure cost but rather to take advantage of the reduced area, width and setbacks below the normal minimums, to allow homes to be more engaged with the newly created 10.5-acre boat basin. Following are the calculation of the density, open space and waterfront access requirements of the zoning ordinance. POST DEVELOPMENT DENSITY CALCULATION UNDEVELOPABLE AREAS Wetland Area/Conservation Easement 9.88 Area Dedicated for Conservation Easement Surface Water/Floodplain 10.48 Boat Basin Street R.O.W 9.76 Private Easement 2.39 Marina Parking 0.48 Total Vehicle Access 12.63 Public R.O.W., Private Access Easment, Parking Area of Infiltration Basins 2.62 Area of Steep Slopes 8.4 Includes Critical Dune Area and Banks above wetland Total Undevelopable Area 44.01 Overall Area of Site 76.68 Net Developable Area 32.67 Allowed Dwelling Units 237 Net Developable Area / Minimum Lot Size of 6,000 sq ft (R-1 Zoning) Density - units per acre 7.25 Proposed Dwelling Units 240 Density - units per acre 7.35 Bonus Units: Where developer provides additional open space or amenities within development, additional density may be granted. A maximum of a 10% unit bonus may be granted to the development for additional amenities such as public trail easement, additional open space, additional common water front area, and additional landscaping. OPEN SPACE CALCULATION Section 403.4 requires a minimum of 15% of the site to be dedicated common open space. At least one third of the dedicated open space shall be usable open space. Wetland 5.21 Area of Non-Impacted Wetland Conservation Easement - outside wetland 4.67 Easements Surronding Non-impacred Wetlands Green Belts and Parks 9.67 Excludes Stormwater Basins Critical Dune/Steep Slopes 8.40 Total Open Space 27.95 Overall Area of Site 76.68 Percentage Open Space 36.5% Usable Open Space (Green Belts, Parks and 22.74 Percentage Usable Open Space 81.4% WATERFRONT ACCESS CALCULATION Section 403.6 requires a minimum of 50% of the shoreline be open space Accessible Waterfront - in feet Boardwalk 1,201 Green Belt (Boat Basin) 4,023 Green Belt (Muskegon Lake) 365 Total Accessible Waterfront 5,589 Total Waterfront - in feet Muskegon Lake 1,000 Boat Basin 5,577 Total Length of Waterfront 6,577 Percentage Accessible Waterfront 85.0% Drawings Sheet FIG-3 included in EXHIBIT D depicts the areas used in the above calculations. Landscape and Architecture of the Development The Sand Docks will consist of 123 site condominium lots for detached homes, 75 townhomes, an 18-unit, two/three-story condominium building, a 15-unit, two/three-story condominium building and a 9-unit, two/three-story condominium building. Entering the The Sand Docks from Waterworks you will climb the dedicated access road (completed in 2023) at a 7% grade and at the crest, be sitting 30 feet above the boat basin with views of the entire development and out to Muskegon Lake. As you descend toward the south end of the boat basin you will pass a variety of townhomes on both sides of the road. In addition to 25 lots with private boat slips there will be approximately 81 boat slips located throughout the basin for residents not able to have private docks. The south end of the development has the highest density and in addition to the townhomes includes a condominium building site, the pool, kayak launch, pickle ball courts and a public plaza. A building at this location will house a restaurant, ice cream store and convenience/marine supply store, community room, fitness room and locker rooms. The restaurant overlooking the marina will have seating for 85 indoors and additional outdoor seating on a seasonal basis. Waterfront homes on the east side of the basin will be close to the water and include boat houses and private docks. Sidewalks through this east neighborhood lead to a boardwalk through the wetlands fronting the south side of the entrance to the basin from Muskegon Lake. The homes and 9-unit condo building at the furthest point out on Public Road E are elevated with multi directional views of Muskegon Lake and the wetlands. Smaller cottage style homes in the east neighborhood front natural dune landscaping with a boardwalk leading to greenspace on the boat basin. Along the west side of the basin the architecture transitions from small Nantucket style “fish huts” on the boardwalk to homes with large lots and public greenspace fronting the boat basin. Further north are homes looking across the road to the Marina channel and on the opposite side of the alley, homes and townhomes overlooking Harbour Towne marina. On Muskegon Lake at the furthest northeast corner there are 9 Muskegon Lake lots. Conceptual architecture of housing is included in EXHIBIT F. The Vision of The Sand Docks is set forth in greater detail in the Design Guidelines. Adherence to the Design Guidelines and hence the vision will be controlled through a Design Review Board. Engineering and Development Strategy The project is well situated within the City of Muskegon to be serviced by existing infrastructure. We, in collaboration with our development team, have completed a detailed due diligence evaluation of the property and available infrastructure to support it. The project is bordered on all sides with existing development including the Harbour Towne Condominium development and the Lake Michigan Park Plat to the west, the original City of Muskegon Plat to the south, the Edgewater Plat to the East and Harbour Towne Marina and Harbour Towne Beach to the north. This existing development has created a network of roadways and utility corridors that are sufficient to support the proposed development. Preliminary meetings and correspondence with the City of Muskegon Fire Marshall influenced the width of streets and alleys and emergency vehicle operational areas. Further review of the plan is anticipated. The entry into The Sand Docks is at the intersection of Wilcox Avenue and Plum Street. An additional gated, emergency access will be located on the northwest side of the development across from Harbour Townes’s “Sand Dock Ct”. During design and construction of the Harbour Towne development, future development on the property currently proposed as The Sand Docks was anticipated and utility connection stubs were provided at the south end of that development. With regards to public water supply, there is adequate flow and pressure in the existing network to support the proposed development. The development engineering team has met with City Engineering staff and we have worked with them to identify connection points and main sizes that will strengthen flows and pressures in the area and provide redundancy as required by the Michigan Department of Environmental Quality (MDEQ) and good engineering practices. It should be noted that the water filtration plant is located almost due south of this development. During the previously approved PUD the City Engineering Department was in agreement with the layout of our proposed piping, reserving the right to offer further comments during the design and permitting stage. Sanitary waste from The Sand Docks is proposed to connect to the existing 10-inch sewer stub at the south end of the Harbour Towne Condominiums and to an existing manhole located at the end of Sand Docks Court in the Harbour Towne development. These connection points flow to an existing pump station in Harbour Towne and then is pumped to Wilcox Avenue where it will flow by gravity into the City’s system. It is clear that the Harbour Towne lift station was designed to accommodate a future development and that there is extra capacity in the system. The Basis of Design Developed for the existing Harbour Towne lift station indicates that it has the capacity for about 426 residential equivalent units (REU’s). An REU is the amount a normal residential household would be expected to discharge to the system. It has been estimated that there are about 200 REU’s connected to the lift station leaving a capacity of 226 REU’s. Based on this, the Harbour Towne Lift station would require only minor modifications to accommodate the Sand Docks Development and then only once the final phase of the development commences. Meanwhile, flows to the lift station will be monitored to verify the design assumptions. The engineering team will be working closely with City Staff during detailed design to ensure that the proposed infrastructure meets the City’s requirements for development. Utility and Grading Plans as well as the Site Survey are included under EXHIBIT D. Project Phasing A Special Exception Permit from the Michigan Department of Environmental Quality was received on May 23, 2018. This permit allowed for the removal of vegetation, construction of an access road and pedestrian walkway and revegetation of the disturbed areas of the critical dune. This work was completed between December of 2022 and April of 2023. Multiple meetings have been held with the Michigan Department of Environment, Greta Lakes and Energy (EGLE, formerly MDEQ) to discuss the project and the joint permit application was subsequently submitted to the EGLE and United States Army Corps of Engineers. This permit will cover dredging below the ordinary high water mark of Muskegon Lake to connect the new boat basin to the lake, removal of old piling and mooring dolphin in Muskegon Lake, unavoidable impact to certain wetlands that were incidentally created as a result of historical mining operations at the site, off-site compensatory wetland mitigation, installation of rip-rap breakwaters at the entrance to the connecting channel, rip-rap placement at various shoreline locations, installation of fixed pier and/or floating docks in the boat basin, kayak/canoe launching areas and marina pump out facilities as may be required. The next meeting with EGLE is scheduled for late June, 2024 to review what is believed to be final engineering details of stormwater design, the channel entrance and the conservation easement. ENTRANCE ROAD – completed April, 2023 PHASE 1 will begin upon receipt of the EGLE permit, anticipated to be in the fall of 2024. This phase includes construction of the boat basin, the completion of Public Roads A, B and C lots 20 through 56 and a condominium site. PHASE 2 includes Public Roads E, F and G, the townhome and condominium sites and community amenities at the south end of the basin. PHASE 3 includes Public Road H along with lots 1 through 19 and townhome sites. Drawing FIG-2 in EXHIBIT D shows the phasing. EXHIBIT A LOCATION OF THE SITE Sand Docks Site 0123456ÿ89 9 ÿ 34ÿ455245ÿ0123456ÿ89 9 ÿ5ÿ22ÿÿ 45ÿ225ÿ4 34ÿ2ÿ22ÿ89 9 9 ÿ!ÿ Former Bluffton School 0123456ÿ89 9 ÿ 34ÿ0123456ÿ89 9 ÿ225ÿ4 34ÿ2ÿ22ÿ89 9 ÿÿ EXHIBIT B APPROVED PUD SITE PLAN EXHIBITPLAN PREVIOUSLY AMENDED PUD LANDSCAPE B BEACHAREA EXHIBIT C PROPOSED PUD SITE PLAN 71 77 84 97 72 70 78 90 69 85 98 68 73 79 91 67 86 99 74 92 CC 80 87 75 81 H G 111 76 93 I 88 82 94 J 66 89 83 95 65 M K F 96 64 123 122 L 121 120 63 119 118 117 E 116 62 115 114 113 112 61 110 109 108 107 60 106 55 105 59 104 103 58 AA 102 54 101 57 56 53 100 N 52 51 21 20 22 50 24 23 27 26 25 28 49 31 30 29 34 33 32 D 36 35 48 37 38 47 39 41 40 C 46 43 42 45 44 BB 19 18 17 B 16 15 14 A 13 12 11 10 9 8 7 6 5 4 3 2 1 EXHIBIT D DRAWINGS 1 Topographic Survey C-200 Site Layout Plan C-300 Grading and Drainage Plan C-400 Utility Layout Plan C-700 Typical Sections FIG-1 Vehicle Tracking Exhibit FIG-2 Phasing Plan FIG-3 Public Vs Private Access Figure D DRIVE AVENUE R WT WTR N AVE SAN EXIST CUL-DE-SAC WTR THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY WTR TO BE DEMO'D TR PIPES,CONDUITSOR STRUCTURESSHOWNON THESEPLANSWAS W R SA WT & RELOCATED N OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE R CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY BRIGHTO A N MEASURESTO PROTECTTHE UTILITY LINES SHOWN ON THESE ACE W O WTR DRAWINGS. THE CONTRACTORFURTHERASSUMESALL LIABILITY DEDICATED BEACH AREA N D SAN T WTR AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITS OR G STRUCTURAL WIN SAN STRUCTURESSHOWNOR NOT SHOWNON THESEDRAWINGS.THE PARK PL EDGEWATER STREET SAN N WTR RETAINING WALL SAN SAN CONTRACTORSHALLPOTHOLEALL EXISTINGUTILITIESTO VERIFY SAN WTR ARLI WTR WTR WTR THE LOCATION AND ANY DISCREPANCYBETWEEN THE PLANS 0 100' 200' SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. WTR PROP. CONSERVATION PARADIGMDESIGN EASEMENT ARCHITECTS | ENGINEERS SA W TR N KE 415 Leonard Street NW, Suite 200 LA T Grand Rapids, MI 49504 ON SAN E (616) 785-5656 RE ROAD E E G T U SK MARINA ENTRANCE YS Grand Rapids | Phoenix | Traverse City SA M R N ER www.paradigmae.com 1.0' SA W TR CH N PUBLIC GENCY WI CART PT EMER GOLF F FIRE DE ONS PULL-OF OPERATI P) CART AREA (TY GOLF LC OX O AD E A R GENCY C PT EMER I F FIRE DE IONS PULL-OF L VE UB OPERAT P) RE . P NT AREA (TY U ME AT NU W CU TR N DO 8' E GENCY 7' FIR ERATIO P) AL IN PT EMER OP EA (TY F SA FIRE DE IONS PULL-OF AR ED 4 - 581.3 SE Y ED OPERAT P) 2 - 581.2 EPT NS P D AR N AREA (TY EM ULL-O ERG FF AN IN ORDINARY ENC D LIM G SA Y HIGH WATER MARK N NE RE AD IG P , S TIS O AD E AL EN R RO PUBLIC FIN UM IC T A OC L W IS UB OAD E NO D TR SITE STAIRS TH P FIR ERATIO P) OP EA (TY AR ED D : AN OTE EPT NS P ±10' IS EM ULL-O ERG FF ELEVATED N ENC Y R ' BOARDWALK 94 0. C SA 21 INE (TYP) N LI "E L DF B ' 30 V. OA PU 4 R A R COMMUNITY PROJECT DD 3 .29' 8° .T I C 2 R PUBL KAYAK FACILITY OA S TE W 276 IN LAUNCH C R 9' LI 0' 3 - 581.2 COMMUNITY POOL 30' PUBLIC UTILITY ±1 B " PU 3 FACILITY EASEMENT 9'0 FM MARINA WALL 2 0' N89° GENCY FF OPERATIONS PULL-O 3.3 STORMWATER FIRE DEPT EMER 5 AREA (TYP) 2 9" E BIOINFILTRATION BASIN 49'0 FM 3° 0' N4 1 - 581.3 DB DC DOCKS (FOR REF ONLY, TYP) A A O FM 8' BOARD WALK (TYP) O P.O.B. R CR LIC SOFT SHORELINE APPROX. 3400 WILCOX AVE, BLI 30' PUBLIC B MUSKEGON, MI 49440 ' FM 6 U UTILITY U E 522.4 P P EASEMENT ADDRESS 3 ' - 581.40 AD A CLIENT FM '03" RO PUBLIC CRITICAL DUNE EX. 40' EASEMENT S89°29 MICOAST 5 DOCKS BOUNDARY FOR INGRESS/EGRESS (FOR REF ONLY, TYP) FM (TYP) CONNECT TO PHASE 1 PROPERTIES, LLC EX. 30' EASEMENT FOR WATERMAIN ADDITIONAL FM ROAD MARINA PARKING AREA WTR PUBLIC ROAD A FM EX. 30' PUBLIC UTILITY OAD A AD ESS RO PUBLIC R PROP. 30' FIRE 20' FIRE ACC EASEMENT WTR ACCESS EASEMENT EX. 30' EASEMENT EX. 79' TEMP NONIMPACTED FM FOR WATERMAIN EASEMENT WETLAND PARKING (TYP) 5' 7 - 581.4 0' 6 - 581.5 WTR E CI R TOWN E HARBOUR TOWNE CIR AD H SAN WTR UR WTR WTR (231) 722-6691 O RB 15' TEMP RO WTR WTR R A WT INGRESS/EGRESS 560 MART ST. EH PUBLIC DOCK CT EASEMENT MUSKEGON, MI 49440 Tuesday, June-11-2024 at 1:41pm O:\2306100GR The Docks Muskegon\Drawings - 2306100GR\Civil\03-Production Sheets\_PUD Drawings\100C-2-SLP-00.dwg treimer N SA PROP. TR W CONSERVATION RELEASE DATE EASEMENT DATE DESCRIPTION SAND PROP. 05-23-19 FINAL PUD SUBMITTAL PIG CONSERVATION 05-21-20 AMENDED PUD R WT EO EASEMENT SUBMITTAL SAN 06-13-24 AMENDED PUD N H SUBMITTAL WNE CIR ILL CT PROPOSED LEGEND WTR T O SAN MARINA U R CONCRETE PAVEMENT B O E HAR BITUMINOUS PAVEMENT WATER SOFT SHORELINE WTR QUALITY REGULATED/IMPACTED WETLANDS REGULATED/NONIMPACTED WETLANDS NOT FOR SWALE SAN BUILDING CONSTRUCTION MOUNTABLE CURB & GUTTER PLAYGROUND 0' 8 - 581.4 CENTER LINE FACILITY R WT LOT LINE PROJECT RIGHT-OF-WAY LINE PRIVATE EASEMENT CONSERVATION EASEMENT 2306100GR CRITICAL DUNE BOUNDARY TR D ) SHEET TE W COMMUNITY FACILITY OVERALL PROPERTY BOUNDARY CA (VA T T C BASE FLOOD ELEVATION EE TR N CIR S SITE LAYOUT PLAN AW TR EY ET NE RE W W DE DL OW S T O T ON C-200 O D) U R LS W VACATE BO NE TR W ) R ED TR HA W T CA W ( VA ALLEY ( EY ALL T EE R STR ATE EW DG D DRIVE E AVENUE R WT WTR N AVE SAN WTR RIVE THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY WTR EXISTING CUL-DE-SAC TR ET ARD D RE PIPES,CONDUITSOR STRUCTURESSHOWNON THESEPLANSWAS W R ST WT SA ER TO BE RELOCATED N AT OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE WINDW R W GE E CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TTAN AV ED BRIGHTO A N MEASURESTO PROTECTTHE UTILITY LINES SHOWN ON THESE ACE W 590 O L.O.G. (LIMITS OF GRADING) 595 WTR MANHA DRAWINGS. THE CONTRACTORFURTHERASSUMESALL LIABILITY 600 N D SAN T 605 WTR AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITS OR G WIN STRUCTURAL SAN STRUCTURESSHOWNOR NOT SHOWNON THESEDRAWINGS.THE PARK PL EDGEWATER STREET SAN ON AVE N 607.91 TW SAN WTR RETAINING WALL SAN CONTRACTORSHALLPOTHOLEALL EXISTINGUTILITIESTO VERIFY SAN WTR EDGEWATER STREET I 610 596.00 BW ARL WTR WTR THE LOCATION AND ANY DISCREPANCYBETWEEN THE PLANS BRIGHT WTR 593.90 TW 0 100' 200' SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. WTR 610 62 609.09 TW 620 5 PARADIGMDESIGN ACE 605 594.16 BW 615 597.04 BW PARK PL 60095 610 5 605 590 598.17 TW 595 600 59 ARCHITECTS | ENGINEERS 5 596.99 59 BW 620 630 25 ENUE SA W 0 615 TR N 6 620 KE 610 TON AV 415 Leonard Street NW, Suite 200 615 605 LA 590 600 600 Grand Rapids, MI 49504 610 05 ARLING T 6 :1 ON SAN 567.90 TW 6 4:1 595 585 E (616) 785-5656 RE ROAD E 8:1 G 600 E .7% T E U 590 SK 3 EN YS 595 8.5% AV Grand Rapids | Phoenix | Traverse City U X O SA R ILC M 2.1 60 598 N 598 ER 630625 0 W 590 www.paradigmae.com 3:1 % 1.0' 0 1.3% SA W 585 62615 0 585 TR CH N 8.5% 61605 0 588 PUBLIC 589 % 597 587 59 3.0% 567.90 TW 597 60 6.2 585 GENCY 4:1 WI CART 0 PT EMER 596 GOLF F FIRE DE ONS PULL-OF T 5 OPERATI P) EE 59 CART AREA (TY GOLF R 590 OPERTY 587 582 590 0 ST TY 90.0' 59 LC 8:1 R Y PROPER 595 CH ER 7.1% 58 591 PR L.O.G. OX END STRUCTURAL 7.2% 7 LARSEN 586 SB- DAMFINO 4:1 AD AD E RETAINING WALL 595 598 592 2.9 TON RO O 586 A 597 598 R GENCY C PT EMER I 593 F FIRE DE IONS PULL-OF 4:1 L % 7 596 VE 585 UB 9 OPERAT P) 5 RE . P 594 NT AREA (TY 594 595 ARLING 584 U ME 595 595 AT NU 58 W 595 CU 3 TR N 5.6 DO 590 8' % E GENCY 7' FIR ERATIO P) AL IN PT EMER OP EA (TY F 593 SA 84 FIRE DE IONS PULL-OF AR ED 4 - 581.3 SE Y ED 594 OPERAT P) 2 - 581.2 EPT NS P 584.00 TW D AR N 5 AREA (TY 595 EM ULL-O SB- 1.2% ERG FF AN IN 590 ENC D LIM 595 G SA 5.1%0 591 Y 0 60 N NE RE 9 6.3% 5 AD 590 595 595 2 5 IG P 595 58 58 85 95.3' 58 , S TIS O 589 AD E 594 7 4.0% 3 5 590 AL EN 4 R RO 58 582 58 590 PUBLIC 588 FIN UM 4 3:1 LIC 2 L.O.G. 58 587.00 TW 58 3 3 584 T A OC 587 591 5 584.00 TW 58 W 58 585 58 IS UB OAD E NO D TR (LIMITS OF GRADING, TYP) 6 586 592 TH 58 594 SITE STAIRS 590 P 582 585 FIR ERATIO P) OP EA (TY 587 AR ED D : AN OTE EPT NS P 584 ±10' IS 594 592 0.6% EM ULL-O ERG FF ELEVATED N 583 ENC 590 585 INFILTRATION Y R 4' BOARDWALK 582 AREA (TYP) 582 590 .9 587 585 C 0 SA 21 582 INE 595 (TYP) 584.00 TW N I 12:1 590 L 8 589 593 E .L 58 DF 595 " B 8.4% ' 30 5V95 600 58 OA U 4 A 30 7:1 584.00 TW 6 R 588 PROJECT °3 . TR 588640 DD 7 .29' C 593 I P 58 UBL 8 583 585 KAYAK 594 S2 R 5 685 P OA 582 6:1 TE W 276 500 583 6 LAUNCH 590 N 58 590 I 595 R CURB INLET 9.5 C 9' LI 595 590 0' 586 3 - 581.2 INFILTRATION % 590 (TYP) ±1 B 595 " 3.7% PU AREA (TYP) 3 582 586 585 '0 591 593 595 58 9 FM 594 MARINA WALL 584.00 TW HYDRODYNAMIC 583 592 583 6 2 592 585 0' 585 586 N89° GENCY FF 597 587 584 OPERATIONS PULL-O 3.3 (RE: STRCT) SEPARATOR 588 583 590 FIRE DEPT EMER 589 B EX. 5 590 PTIONS AREA (TYP) 591 2 SB- (TYP) DULE 590 590 E 9" B EXCE 14 SCHE 9:1 HEDULE . 414 W 30' EA PG. 407 9'0 2 595 SE. & RO 58 , PG 585 600 4 585 600 FM 3° 1, ITEM L. 1633 , L. 1633 605 0' N4 589 SC 9 1 - 581.3 605 NT DOCKS DB 584.00 TW , DC 12 ME 590 591 595 600 ITEM 600 EASE 593 590 (FOR REF 5ONLY, TYP) MARINA WALL - 584.00 TW 585 LE B W 30' EA PG. 405 588 ITEM 3, PTIONS 610 A SCHEDU SE. & RO 9 605 0 600 595 588 A O FM 590 5 O CE , P.O.B. L. 1633 2:1 590 600 58 C R5 55955 EX 7.9% R 8 592 1.3% 3 SOFT SHORELINE 587 593 59 584.00 TW 585 595 595 5 8' BOARD WALK (TYP) 0.8% LIC 60 APPROX. 3400 WILCOX AVE, 1:1 586 BLI 615 10 585 58 590 6 587 9 B MUSKEGON, MI 49440 585 ' 580 581 582 FM 6 U U 591 58 1:1 E 522.4 583 625620 5 590 INFILTRATION AREA P P 595 584 585 586 587432091 587 584.00 TW 585 586 587 ADDRESS 3 588 584 4:1 7:1 630 ' 583 - 581.40 584 584.00 TW 0 AD A 59 CLIENT FM '03" 583 2 RO 58 6 DOCKS 58 1.7% PUBLIC 582 582 58 9 CRITICAL DUNE RESS SE. FO BER 18, 1991 ION 584 590 S89°29 (FOR REF ONLY, TYP) MICOAST 5 582 584 BOUNDARY SEPTEM G INFORMAT ESS/EG 585 590 587 5.2% 5:1 (TYP) 58 R INGR 586 591 9 FM IN PROPERTIES, LLC 590 CORD 584.00 TW 587 5 592 59 RE 584.00 TW 591 40' EA CONNECT TO PHASE 1 NO 588 5.6% 593 588 600 59 3 590 58 ROAD 2 595 593 594 FM 590 89 594 5 2 595 600 58 585 591 590 600 5 9 9:1 6 PUBLIC ROAD A 593 2 5.1% 592 0 585 0 605 4:1 610 593 605 WTR 6:1 610 593 4:1 595 595 581 593 . LE B EX . , PG. 41 DULE B EX FM 4:1 594 589 3:1 581 L. 1633 14 SCHEDU 590 IN 592 ERMA R L.S. 4 14 SCHE 8.2% , PG. 41 4 593 ADDITIONAL R WAT AD A 582 SE. FO 30' EA 1633, PG. 41 DULE B EX. ITEM 593 UBLIC RO 594 INFILTRATION AREA MARINA M L. 1633 SE. FO ITE 30' EA 115, P IN ERMA NT 5, 595 HE SEMENT 30' EA PARKING AREA WTR 4 M 14 SC EASEME 591 R WAT 594 EA 581 SE. FO 24, ITE OA D 594 CESS R L. AC NT 20' FIRE 591 592 588 589 EASEME 595 590 584 6:1 G FM PARKIN SEMENT L. 1633 NT 12, 4 , PG. 44 583 585 BATHOU 1789 P795 0 5 59 58 EASEME EASE. 2 SE EA 591 58 58 5 INFILTRATION AREA 582 TEMP L. 5' 7 - 581.4 590 2.3% 591 0' 595 2:1 59 6 - 581.5 WTR E CI R 1 TOWN E HARBOUR TOWNE CIR EASE. OAD H E HARBOUR TOWNE CIR SAN SS L. 1633 NT 31, INGRES , PG. 444 3:1 WTR S/EGRE 592 UR CT WTR WTR EASE. NONIMPACTED EASEME (231) 722-6691 DOCK O NT 32, 4 CILITY RESTRO 1633, PG. 44 WETLAND RB WTR WTR SAND EASEME OM FA R TEMP A WT R 560 MART ST. 585 (TYP) 593 EH 558855 L. C DOCK CT 590 MUSKEGON, MI 49440 Tuesday, June-11-2024 at 1:41pm O:\2306100GR The Docks Muskegon\Drawings - 2306100GR\Civil\03-Production Sheets\_PUD Drawings\100C-3-GRD-00.dwg treimer 585 I 590 L N SA 60 600 5 B 59 TR PU W RELEASE DATE 62 615610 5 IR PROPOSED DRAINAGE LEGEND 4:1 C E N W TO T C R DATE DESCRIPTION 6 2 0 U L BO IL H 6 63 30 5 AR N EO H STORM SEWER OUTLET CATCH BASIN STORM MANHOLE 590 6 E G SAND B EX. PI 65 64540 5 05-23-19 FINAL PUD SUBMITTAL HEDULE PIG 7 M WATER QUALITY UNIT (HYDRODYNAMIC SEPARATOR) 59 05-21-20 AMENDED PUD R STOR SE. FO . 414 R 0 M 14 SC WT 591 , PG 660 5 EO SUBMITTAL 6 5 L. 1633 14, ITE SAN 20' EA 06-13-24 AMENDED PUD N H NT B EX. 6:1 EASEME STORM SEWER INFILTRATION AREA 590 SUBMITTAL HEDULE IN 9 ERMA 59 592 WNE CIR 4 ILL 30' EA 1633, PG. 41 M 14 SC NO CURB WITH SUPERELEVATED STREET TO R WAT 592 591 ALLOW RUNOFF INTO WQ TREATMENT AREAS SE. FO 2 ITE 59 L.O.G. CT 8, L. NT 90 601 EASEME 59 597 596 595 94 93 95 5 5 PRETREATMENT SWALES/BASINS, GRASSY 58 WTR 8.4 BUFFERS FOR INFILTRATION % O . LE B EX B EX. T SAN 0 59 60 L. 1633 14 SCHEDULE L. 1633 14 SCHEDU 5 R TIES M 9:1 R STOR 5:1 SE. FO . 414 4 R UTILI U , PG. 41 , PG 11, ITEM O ITEM SE. FO 595 20' EA 605 , B 30 615 15' EA PROPOSED LEGEND NT SEMENT 8 EASEME E HAR 601 0 589 60 EA 59 MARINA 5 590 WTR 590 602 CONCRETE PAVEMENT WATER QUALITY SWALE 591 603 598 B EX. BITUMINOUS PAVEMENT 597 NOT FOR L. 1633 14 SCHEDULE 604 595 600 6.1 596 M 595 593 R STOR SE. FO . 414 GRAVEL 5:1 % 595 SAN 592 , PG 594 CONSTRUCTION ITEM 593 NT 10, 20' EA REGULATED/IMPACTED WETLANDS ME 0' 7:1 SE 8 - 581.4 EA 0.5% R WT PROJECT 584 5 REGULATED/NONIMPACTED WETLANDS 59 0.5% 0 59 HISTORICAL MAPPED WETLANDS 5 2306100GR 58 59 MOUNTABLE CURB & GUTTER 8:1 59 6 5945 59 1 CENTER LINE 59 ) 5923 588 TR D INFILTRATION AREA SHEET 588 PROPERTY LINE TE W 59 5901 B EX. CA (VA DULE RIGHT-OF-WAY LINE CT M R STOR 14 SCHE T SE. FO . 414 680 CONTOUR LINE EE 589 GRADING & , PG R N ST 9, ITEM L. 1633 L.O.G. (LIMITS OF GRADING) CIR AW 58 EY ET 20' EA 9 DRAINAGE PLAN NT TR E E EASEME W W DE SURFACE FLOW ARROW 675.00 FG PROPOSED SPOT GRADE WN TR DL TO S O N C-300 BW BOTTOM OF WALL GRADE TW TOP OF WALL GRADE O SO D) R R CI U W L NE (VACATE BO NE TR T OW W ) R OU R ED TR RB HA W HA T CT W CA N W VA LA W ( OD EY O ALLEY W ALL D DRIVE AVENUE R WT CONNECT TO EXIST WTR N AVE WATERMAIN IN SAN WTR THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY EDGEWATER STREET WTR TR PIPES,CONDUITSOR STRUCTURESSHOWNON THESEPLANSWAS W R SA WT N OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE R CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY BRIGHTO A N MEASURESTO PROTECTTHE UTILITY LINES SHOWN ON THESE ACE W O WTR DRAWINGS. THE CONTRACTORFURTHERASSUMESALL LIABILITY N D SAN T AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITS OR STRUCTURAL WTR G WIN SAN STRUCTURESSHOWNOR NOT SHOWNON THESEDRAWINGS.THE PARK PL EDGEWATER STREET SAN N RETAINING WALL WTR SAN SAN CONTRACTORSHALLPOTHOLEALL EXISTINGUTILITIESTO VERIFY SAN WTR ARLI WTR WTR WTR THE LOCATION AND ANY DISCREPANCYBETWEEN THE PLANS 0 100' 200' SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. WTR PARADIGMDESIGN ARCHITECTS | ENGINEERS SA W TR N KE 415 Leonard Street NW, Suite 200 LA T Grand Rapids, MI 49504 ON SAN E (616) 785-5656 RE ROAD E E G T U SK STORM PIPE YS Grand Rapids | Phoenix | Traverse City SA M R N (TYP) ER www.paradigmae.com 1.0' SA W TR CH N PUBLIC GENCY WI CART PT EMER GOLF F FIRE DE ONS PULL-OF OPERATI P) CART AREA (TY GOLF OPERTY TY INFILTRATION LC PROPER BASIN PR OX END LARSEN SB- DAMFINO AD AD E TON RO O A R GENCY C PT EMER I F FIRE DE IONS PULL-OF L VE UB OPERAT P) RE . P NT AREA (TY ARLING U ME AT NU W CU TR N DO 8' E GENCY 7' FIR ERATIO P) AL IN PT EMER OP EA (TY F SA FIRE DE IONS PULL-OF AR ED 4 - 581.3 SE Y ED OPERAT P) 2 - 581.2 EPT NS P D AR N AREA (TY EM ULL-O SB- ERG FF AN IN ENC D LIM G SA Y N NE RE AD IG P , S TIS O AD E AL EN R RO PUBLIC FIN UM IC T A OC L W IS UB OAD E NO D TR TH P FIR ERATIO P) OP EA (TY AR ED D : AN OTE EPT NS P ±10' IS EM ULL-O ERG FF ELEVATED N ENC Y R ' BOARDWALK 94 0. C SA 21 INE (TYP) N LI "E L DF B ' 30 V. OA PU 4 R A R PROJECT DD 3 .29' 8° .T I C 2 R PUBL KAYAK OA S TE W 276 IN LAUNCH C R 9' LI 0' 3 - 581.2 30' PUBLIC UTILITY ±1 B " PU 3 EASEMENT '0 CURB INLET 9 FM MARINA WALL 2 0' (TYP) N89° GENCY FF OPERATIONS PULL-O 3.3 (RE: STRCT) FIRE DEPT EMER B EX. 5 PTIONS AREA (TYP) 2 SB- DULE E 9" HYDRODYNAMIC B EXCE 14 SCHE HEDULE . 414 W 30' EA PG. 407 9'0 SE. & RO , PG SEPARATOR 4 FM 3° 1, ITEM L. 1633 , L. 1633 0' N4 (TYP) SC 1 - 581.3 NT DB , DC 12 ME DOCKS ITEM EASE LE B (FOR REF ONLY, TYP) W 30' EA PG. 405 ITEM 3, PTIONS A SCHEDU SE. & RO A CONNECT O FM O CE , P.O.B. L. 1633 EX R CR TO EXIST 8' BOARD WALK (TYP) LIC WATERMAIN APPROX. 3400 WILCOX AVE, BLI SOFT SHORELINE 30' PUBLIC B MUSKEGON, MI 49440 ' FM 6 U UTILITY U E 522.4 P P EASEMENT ADDRESS 3 ' - 581.40 AD A CLIENT FM '03" RO PUBLIC CRITICAL DUNE RESS SE. FO BER 18, 1991 ION EX. 40' EASEMENT S89°29 MICOAST 5 DOCKS BOUNDARY SEPTEM G INFORMAT ESS/EG FOR INGRESS/EGRESS (FOR REF ONLY, TYP) (TYP) R INGR FM IN PROPERTIES, LLC RE CORD 40' EA CONNECT TO PHASE 1 NO EX. 30' EASEMENT FOR WATERMAIN FM ROAD JACK AND BORE ADDITIONAL WATERMAIN BELOW WTR WETLANDS MARINA PARKING AREA PUBLIC ROAD A . LE B EX . , PG. 41 DULE B EX FM L. 1633 14 SCHEDU IN EX. 30' PUBLIC ERMA R L.S. 4 14 SCHE , PG. 41 4 UTILITY R WAT OAD A SE. FO 30' EA 1633, PG. 41 DULE B EX. 20' FIRE ACCESS ROAD ITEM PUBLIC R M L. 1633 SE. FO ITE 30' EA EASEMENT 115, IN PROP. 30' FIRE ERMA NT 5, HE SEMENT 30' EA WTR 4 LOCATE AND M 14 SC EASEME R WAT ACCESS EA CONNECT TO SE. FO 24, ITE EASEMENT L. NT EXISTING EX. 79' TEMP EASEME EX. 30' EASEMENT G WATERMAIN FM PARKIN SEMENT NONIMPACTED EASEMENT L. 1633 NT 12, 4 , PG. 44 FOR WATERMAIN BATHOU 1789 P795 EASEME EASE. WETLAND SE EA PARKING TEMP L. 5' (TYP) 7 - 581.4 0' 6 - 581.5 WTR E CI R TOWN E HARBOUR TOWNE CIR EASE. AD H SAN SS L. 1633 NT 31, INGRES , PG. 444 WTR S/EGRE UR WTR WTR SE. EASEME (231) 722-6691 EA O NT 32, 4 CILITY CONNECT RESTRO 1633, PG. 44 RB 15' TEMP RO WTR WTR EASEME OM FA R TEMP A WT INGRESS/EGRESS TO EXISTING 560 MART ST. EH L. PUBLIC SEWER MAIN DOCK CT EASEMENT MUSKEGON, MI 49440 Tuesday, June-11-2024 at 1:42pm O:\2306100GR The Docks Muskegon\Drawings - 2306100GR\Civil\03-Production Sheets\_PUD Drawings\100C-4-UTP-00.dwg treimer N SA TR W RELEASE DATE DATE DESCRIPTION SAND B EX. 05-23-19 FINAL PUD SUBMITTAL HEDULE PIG M 05-21-20 AMENDED PUD R STOR SE. FO . 414 R M 14 SC CONNECT TO WT , PG EO SUBMITTAL L. 1633 14, ITE EXISTING SEWER MAIN SAN 20' EA 06-13-24 AMENDED PUD N H NT B EX. EASEME SUBMITTAL HEDULE IN ERMA WNE CIR 4 ILL 30' EA 1633, PG. 41 M 14 SC R WAT PROPOSED LEGEND SE. FO ITE CT 8, L. SEMENT INFILTRATION EA STORM SEWER OUTLET CATCH BASIN STORM MANHOLE WTR BASIN O . LE B EX B EX. WATER QUALITY UNIT (HYDRODYNAMIC SEPARATOR) SANITARY MANHOLE T SAN L. 1633 14 SCHEDULE L. 1633 14 SCHEDU R TIES M R STOR SE. FO . 414 MARINA 4 R UTILI U , PG. 41 , PG 11, ITEM O ITEM SE. FO 20' EA , B 30 CONCRETE PAVEMENT 15' EA NT LOCATE AND SEMENT EASEME E HAR CONNECT TO EA BITUMINOUS PAVEMENT EXISTING WTR GRAVEL WATERMAIN WATER QUALITY SWALE REGULATED/IMPACTED WETLANDS B EX. NOT FOR L. 1633 14 SCHEDULE M R STOR SE. FO . 414 REGULATED/NONIMPACTED WETLANDS SAN , PG CONSTRUCTION 10, ITEM 20' EA HISTORICAL MAPPED WETLANDS NT EASEME 0' 8 - 581.4 R WT MOUNTABLE CURB & GUTTER PROJECT CENTER LINE 2306100GR PROPERTY LINE RIGHT-OF-WAY LINE STORM SEWER WATERMAIN TR D ) SHEET TE W B EX. SANITARY SEWER CA (VA DULE T M R STOR 14 SCHE T C SE. FO . 414 EE UTILITY LAYOUT , PG TR N 9, ITEM L. 1633 CIR S AW EY ET 20' EA PLAN NT TR E E EASEME W W DE WN TR DL TO S O N C-400 O SO D) U R W L VACATE BO NE TR W ) R ED TR HA W T CA W ( VA ALLEY ( EY ALL CENTERLINE {NAME OF ROAD} CENTERLINE {NAME OF ROAD} 36' ROW PROPOSED RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE PROPOSED UTILITY EASEMENT PROPOSED UTILITY EASEMENT 10' 48' ROW 10' PROPOSED RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE PROPOSED UTILITY EASEMENT PROPOSED UTILITY EASEMENT 10' 10' PARADIGMDESIGN ARCHITECTS | ENGINEERS 13' PAVEMENT 13' PAVEMENT 415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504 1' 5' 5' 2' 11' TRAFFIC LANE 11' TRAFFIC LANE 2' 5' 5' 1' 5' 2' 11' TRAFFIC LANE 11' TRAFFIC LANE 2' 5' (616) 785-5656 2' 3' 2' 3' 5E-2 5E-1 PLAN GRADE & Grand Rapids | Phoenix | Traverse City PLAN GRADE & www.paradigmae.com 4E-1 CROWN POINT 4E-2 CROWN POINT 2.0% 2.0% GRADE 2.0% GRADE 2.0% 2.0% GRADE 2.0% GRADE AGGREGATE BASE, x INCH RE . NT U ME AT CU ROLLED CURB (RESIDENTIAL) AGGREGATE BASE, x INCH SIDEWALK, CONC, 4 INCH SUBBASE, CIP, 12 INCH N DO AL IN 6 INCH THRU DRIVEWAYS SE Y ED D AR SUBBASE, CIP, 12 INCH AN IN ROLLED CURB (RESIDENTIAL) D LIM SUBBASE, CIP, 4 INCH NE RE IG P , S TIS PROPOSED TYPICAL SECTION - PRIMARY STREET PROPOSED TYPICAL SECTION - SECONDARY STREET AL EN FIN UM T A OC IS NO D TH SECTION APPLIES TO: SECTION APPLIES TO: D : AN OTE PUBLIC ROADWAY G IS PUBLIC ROADWAY A, B, C, D, E, H N NOT TO SCALE NOT TO SCALE PROJECT CENTERLINE {NAME OF ROAD} 10' 53' ROW 10' PROPOSED RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE PROPOSED UTILITY EASEMENT PROPOSED UTILITY EASEMENT R6" CONCRETE OR ASPHALT PAVING 1-1/4" 24' 31' APPROX. 3400 WILCOX AVE, MUSKEGON, MI 49440 1" 11' PAVEMENT 18' PAVEMENT ADDRESS 3 9-1/2" 7-1/2" R12" 1' 5' 5' 2' 11' TRAFFIC LANE 11' TRAFFIC LANE 7' PARKING 2' 5' 5' 1' CLIENT 2' 3' 5E-1 PLAN GRADE & CROWN POINT 4E-1 12" MICOAST 24" 2.0% 2.0% GRADE 2.0% GRADE 2.0% NOTES 1) CONTRACTION JOINTS SHALL BE PLACED EVERY 10 FT. PROPERTIES, LLC 2) EXPANSION JOINTS SHALL BE PLACED AT 350 FT. MIN. AND AT ALL RADIUS POINTS. 3) CONCRETE SHALL CONFORM TO M.D.O.T. SPEC. 802. ROLLED CURB (RESIDENTIAL) AGGREGATE BASE, x INCH SUBBASE, CIP, 12 INCH SIDEWALK, CONC, 4 INCH 24" MOUNTABLE SUBBASE, CIP, 4 INCH CONCRETE CURB & GUTTER WATER SEWER # NOT TO SCALE PROPOSED TYPICAL SECTION - PRIMARY STREET WITH PARKING SECTION APPLIES TO: PUBLIC ROADWAY A, C, E, F, H NOT TO SCALE (231) 722-6691 Tuesday, June-11-2024 at 1:42pm O:\2306100GR The Docks Muskegon\Drawings - 2306100GR\Civil\03-Production Sheets\_PUD Drawings\100C-7-ROW-SEC-00.dwg treimer 560 MART ST. MUSKEGON, MI 49440 RELEASE DATE DATE DESCRIPTION CENTERLINE {NAME OF ROAD} CENTERLINE {NAME OF ROAD} 05-23-19 FINAL PUD SUBMITTAL 10' ROW VARIES 10' 05-21-20 AMENDED PUD PROPOSED RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE PROPOSED UTILITY EASEMENT PROPOSED UTILITY EASEMENT SUBMITTAL 06-13-24 AMENDED PUD PRIVATE ACCESS EASEMENT SUBMITTAL 27' 27' 5' PAVEMENT WIDTH VARIES 5' 1' 5' 5' 2' 12' TRAFFIC LANE 2' VARIES VARIES 2' 12' TRAFFIC LANE 2' 5' 5' 1' 3' 2' PLAN GRADE & 5E-1 INVERTED CROWN 5E-2 PLAN GRADE 4E-1 POINT 4E-2 2.0% 2.0% GRADE 2.0% GRADE 2.0% 2.0% GRADE 2.0% GRADE ROLLED CURB (RESIDENTIAL) SIDEWALK, CONC, 4 INCH AGGREGATE BASE, x INCH AGGREGATE BASE, x INCH SUBBASE, CIP, 4 INCH NOT FOR SUBBASE, CIP, 12 INCH GRASSCRETE EMERGENCY ACCESS SUBBASE, CIP, 12 INCH CONSTRUCTION PROPOSED TYPICAL SECTION - BOULEVARD PROPOSED TYPICAL SECTION - PRIVATE ALLEY PROJECT SECTION APPLIES TO: PUBLIC ROADWAY E 2306100GR NOT TO SCALE NOT TO SCALE SHEET TYPICAL SECTIONS C-700 ONL KEG BRIG WINDWAR ARLINGTON S BRIGHTON AVE MU WTR WTR WTR TR W N THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY PIPES,CONDUITSOR STRUCTURESSHOWNON THESEPLANSWAS SA PARK PLACE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE N CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 1 MEASURESTO PROTECTTHE UTILITY LINES SHOWN ON THESE SAN SAN FIG-1 DRAWINGS. THE CONTRACTORFURTHERASSUMESALL LIABILITY AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITS OR TE R STRUCTURESSHOWNOR NOT SHOWNON THESEDRAWINGS.THE A EW PUBLIC ROAD E SA N CONTRACTORSHALLPOTHOLEALL EXISTINGUTILITIESTO VERIFY THE LOCATION AND ANY DISCREPANCYBETWEEN THE PLANS D G E EET PARK PLACE WT R 0 100' 200' SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. EDGEWA STR PARADIGMDESIGN ARLINGTON AVENUE SAN T R EE TER STR ST ER WTR ET WAT ER STRE SAN GE EET ED AT EDGEW WTR ARCHITECTS | ENGINEERS SAN SAN WTR WTR 415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504 WIL ±10' (616) 785-5656 4' 1.0' 0.9 COX 2 1 0"E INE Grand Rapids | Phoenix | Traverse City 8°3 4' 3 RA V .L PUBLIC ROAD E www.paradigmae.com S2 .T DAMFINO PROPERTY AVE LARSEN PROPERTY R DG E ARLINGTON ROAD END N89°29'03"W 276.29' INT SA WT A N O R R NUE D LIC OAD B R PU LIC FIRE DEPT EMERGENCY 0' B OPERATIONS PULL-OFF CART GOLF CART GOLF E RE PU AREA (TYP) . NU FIRE DEPT EMERGENCY FIRE DEPT EMERGENCY NT 3 ET OPERATIONS PULL-OFF OPERATIONS PULL-OFF 3. VE U AREA (TYP) AREA (TYP) ME AT XA SB- 25 E CU SB- N CO R SA 2 T WIL DO N "E S AL IN SA SE Y 09 ED WT Y D AR FIG-1 N ' R R 9 AN IN ER °4 D LIM 3 CH NE RE N4 IG P , S TIS T EE AL EN TR YS PUBLIC ROAD E FIN UM R ER CH T A OC AD F PUBLIC RO IS NO D DC TH P.O.B. FIRE ATIONS PU OPER (TYP) D : AREA AN OTE OAD B DEPT IS 3 ROA EMER LL-OFF N WT GENC FIG-1 Y R S89°29'03"E 522.46' SA C N R PUBLIC ROAD E EMERGENCY L I SA C PUB VEHICLE OPERATIONAL N PROJECT LI AREA BUMP OUT PUB 40' EASE. FOR INGRESS/EGRESS (MIN. 20' x50', TYP) NO RECORDING INFORMATION FIRE ATIONS PU OPER (TYP) AREA SEPTEMBER 18, 1991 DEPT EMER LL-OFF GENC Y WTR EASEMENT 5, ITEM 14 SCHEDULE B EX. 30' EASE. FOR WATERMAIN SB- GENCY L. 1633, PG. 414 PULL-OFF FIRE DEPT EMER OPERATIONS AREA (TYP) EASEMENT 24, ITEM 14 SCHEDULE B EX. EASEMENT 1, ITEM 14 SCHEDULE B EX. ITEM 12, SCHEDULE B EXCEPTIONS 30' EASE. FOR WATERMAIN APPROX. 3400 WILCOX AVE, L. 1633, PG. 414 G WTR FM 30' EASE. & ROW L. 1633, PG. 407 L. 1633, PG. 414 MUSKEGON, MI 49440 D ADDRESS 3 A FM O PUBLIC ROAD A CLIENT ITEM 3, SCHEDULE B FM 30' EASE. & ROW R L. 1633, PG. 405 EXCEPTIONS 4 5 MICOAST IC FIG-1 FM PUBLIC ROAD A FIG-1 WTR PROPERTIES, LLC B L FM PU FM TEMP INGRESS/EGRESS EASE. FM TEMP EASE. PARKING F L. 1633, PG. 444 EASEMENT 12, L. 1633, PG. 444 D EASEMENT 31, R O A BATHOUSE EASEMENT EASEMENT 115, ITEM 14 SCHEDULE B EX. TOWNE CIR I C L. 1789 P795 RESTROOM FACILITY EASE. PUB L R L. 1633, PG. 444 EASEMENT 32, FM OUR28' 30' EASE. FOR L.S. L. 1633, PG. 414 RB E HA T KC OC R PUBLIC R DD CI R WT NE SAN O W AD A TO 22' FM UR SAND DOCK CT O HA RB 22' E HARB CT E LL HI OUR TO WTR ON E R24' R24' WNE CI EASEMENT 8, ITEM 14 SCHEDULE B EX. IG E CIR P TOWN BOUR PIG WTR WTR E HAR R 30' EASE. FOR WATERMAIN 120' R28' R22' R24' L. 1633, PG. 414 WTR SA N EO 82' 82' NHIL R WT (231) 722-6691 EASEMENT 30, ITEM 14 SCHEDULE B EX. 560 MART ST. L CT 15' EASE. FOR UTILITIES PUBLIC ROAD H MUSKEGON, MI 49440 L. 1633, PG. 414 Tuesday, June-11-2024 at 1:42pm O:\2306100GR The Docks Muskegon\Drawings - 2306100GR\Civil\03-Production Sheets\_PUD Drawings\100C-FIG-VTE.dwg treimer VEHICLE PROFILE & DATA N SA TR RELEASE DATE 7 W EASEMENT 14, ITEM 14 SCHEDULE B EX. 20' NOT TO SCALE DATE DESCRIPTION 15' 20' EASE. FOR STORM L. 1633, PG. 414 15' EASEMENT 11, ITEM 14 SCHEDULE B EX. 05-23-19 FINAL PUD SUBMITTAL MARINA ALT. HAMMERHEAD STND. HAMMERHEAD LAKESIDE ALT. HAMMERHEAD 05-21-20 AMENDED PUD 20' EASE. FOR STORM L. 1633, PG. 414 SUBMITTAL 1 2 3 R WT 06-13-24 AMENDED PUD SCALE: 1" = 30' 0 30' 60' SCALE: 1" = 30' 0 30' 60' SCALE: 1" = 30' 0 30' 60' SUBMITTAL SAN E HARBOUR TOWNE CIR EASEMENT 10, ITEM 14 SCHEDULE B EX. 20' EASE. FOR STORM L. 1633, PG. 414 WTR UE SAN EN AV WT R R20' R20' EASEMENT 9, ITEM 14 SCHEDULE B EX. OX R30' R30' 20' EASE. FOR STORM L. 1633, PG. 414 UE C WTR EN WIL AV R20' X CO SA NOT FOR WIL N Ø10' R20' R20' 6 38' 60' FIG-1 CONSTRUCTION WTR SAN R20' R20' PROJECT CONCRETE MEDIAN TR W R15' W/ ROLLOVER CURB 2306100GR SAN R30' R20' R30' WTR W TR SHEET ED) C IR (VA C A T VEHICLE NE EET TOW R WT T R TRAFFIC CIRCLE W/ MEDIAN TRAFFIC CIRCLE W/O MEDIAN 120' DIA. CUL-DE-SAC OU R DEW EY S TRACKING EXHIBIT 4 5 6 B A30'R SCALE: 1" = 30' 0 30' 60' SCALE: 1" = 30' 0 30' 60' SCALE: 1" = 30' 0 W H 60' FIG-1 D DRIVE AVENUE R WT WTR N AVE SAN WTR THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY WTR EXISTING CUL-DE-SAC TR PIPES,CONDUITSOR STRUCTURESSHOWNON THESEPLANSWAS W R SA WT TO BE RELOCATED N OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE R CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY BRIGHTO A N MEASURESTO PROTECTTHE UTILITY LINES SHOWN ON THESE ACE W O WTR DRAWINGS. THE CONTRACTORFURTHERASSUMESALL LIABILITY N D SAN T STRUCTURAL WTR AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITS OR G WIN SAN RETAINING WALL STRUCTURESSHOWNOR NOT SHOWNON THESEDRAWINGS.THE PARK PL EDGEWATER STREET SAN N WTR SAN SAN CONTRACTORSHALLPOTHOLEALL EXISTINGUTILITIESTO VERIFY SAN WTR ARLI WTR WTR WTR THE LOCATION AND ANY DISCREPANCYBETWEEN THE PLANS 0 100' 200' SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. WTR PARADIGMDESIGN ARCHITECTS | ENGINEERS SA W TR N KE 415 Leonard Street NW, Suite 200 LA T Grand Rapids, MI 49504 ON SAN E (616) 785-5656 RE ROAD E E G T U SK YS Grand Rapids | Phoenix | Traverse City SA M R N ER www.paradigmae.com 1.0' SA W TR CH N PUBLIC GENCY WI CART PT EMER GOLF F FIRE DE ONS PULL-OF OPERATI P) CART AREA (TY GOLF LC OX O AD E A R GENCY C PT EMER I F FIRE DE IONS PULL-OF L VE UB OPERAT P) RE . P NT AREA (TY U ME AT NU W CU TR N DO 8' E GENCY 7' FIR ERATIO P) AL IN PT EMER OP EA (TY F SA FIRE DE IONS PULL-OF AR ED 4 - 581.3 SE Y ED OPERAT P) 2 - 581.2 EPT NS P D AR N AREA (TY EM ULL-O ERG FF AN IN ENC D LIM G SA Y N NE RE AD IG P , S TIS O AD E AL EN R RO PUBLIC FIN UM IC T A OC L W IS UB OAD E NO D TR SITE STAIRS TH P FIR ERATIO P) OP EA (TY AR ED D : AN OTE EPT NS P ±10' IS EM ULL-O ERG FF ELEVATED N ENC Y R ' BOARDWALK 94 0. C SA 21 INE (TYP) N LI "E L DF B ' 30 V. OA PU 4 R A R PROJECT DD 3 .29' 8° .T I C 2 R PUBL KAYAK OA S TE W 276 IN LAUNCH C R 9' LI 0' 3 - 581.2 ±1 B " PU 9'0 3 FM MARINA WALL 2 0' N89° GENCY FF OPERATIONS PULL-O 3.3 (RE: STRCT) FIRE DEPT EMER 5 AREA (TYP) 2 E 9" 49'0 FM 3° 0' N4 1 - 581.3 DB DC DOCKS (FOR REF ONLY, TYP) A A O FM 8' BOARD WALK (TYP) O P.O.B. R CR LIC SOFT SHORELINE APPROX. 3400 WILCOX AVE, BLI B MUSKEGON, MI 49440 ' FM 6 U U CRITICAL DUNE E 522.4 P P BOUNDARY ADDRESS 3 (TYP) ' - 581.40 AD A CLIENT FM '03" RO PUBLIC S89°29 MICOAST 5 DOCKS CONNECT TO PHASE 1 (FOR REF ONLY, TYP) FM ROAD PROPERTIES, LLC FM WTR PUBLIC ROAD A FM ADDITIONAL A LIC ROAD MARINA PUB PARKING AREA WTR OAD AC CESS R 20' FIRE FM 5' 7 - 581.4 0' 6 - 581.5 WTR E CI R TOWN E HARBOUR TOWNE CIR AD H SAN NONIMPACTED WTR UR WTR WTR WETLAND (231) 722-6691 O RB RO (TYP) WTR WTR R A WT 560 MART ST. EH PUBLIC DOCK CT MUSKEGON, MI 49440 Tuesday, June-11-2024 at 1:42pm O:\2306100GR The Docks Muskegon\Drawings - 2306100GR\Civil\03-Production Sheets\_PUD Drawings\100C-FIG-PHS.dwg treimer N SA TR W RELEASE DATE DATE DESCRIPTION SAND 05-23-19 FINAL PUD SUBMITTAL PIG 05-21-20 AMENDED PUD R WT EO SUBMITTAL SAN 06-13-24 AMENDED PUD N H SUBMITTAL WNE CIR ILL CT PROPOSED PHASE LEGEND WTR T O SAN PHASE 1 O U R PHASE 2 B E HAR PHASE 3 WATER WTR COMPLETED PHASE QUALITY NOT FOR SWALE SAN CONSTRUCTION 0' 8 - 581.4 R WT PROJECT 2306100GR TR D ) SHEET TE W CA (VA T T C EE TR N CIR S PHASING PLAN AW TR EY ET NE RE W W DE DL OW S T O T ON FIG-2 O D) U R LS W VACATE BO NE TR W ) R ED TR HA W T CA W ( VA ALLEY ( EY ALL D DRIVE AVENUE R WT WTR N AVE SAN EXISTING CUL-DE-SAC WTR THE EXISTENCEAND LOCATIONOF ANY UNDERGROUNDUTILITY WTR TR TO BE RELOCATED PIPES,CONDUITSOR STRUCTURESSHOWNON THESEPLANSWAS W R SA WT N OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE R CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY BRIGHTO A N MEASURESTO PROTECTTHE UTILITY LINES SHOWN ON THESE ACE W O 22.0' WIDE PRIVATE WTR DRAWINGS. THE CONTRACTORFURTHERASSUMESALL LIABILITY N D SAN T ACCESS STREET STRUCTURAL WTR AND RESPONSIBILITYFOR THE UTILITY PIPES, CONDUITS OR G WIN SAN STRUCTURESSHOWNOR NOT SHOWNON THESEDRAWINGS.THE PARK PL EDGEWATER STREET SAN N RETAINING WALL 15.0' SAN SAN WTR CONTRACTORSHALLPOTHOLEALL EXISTINGUTILITIESTO VERIFY SAN WTR ARLI WIDE WTR WTR WTR THE LOCATION AND ANY DISCREPANCYBETWEEN THE PLANS 15.0' 0 100' 200' SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. WTR PROPOSED ALLEY CONSERVATION WIDE ALLEY PARADIGMDESIGN EASEMENT 12.0' ARCHITECTS | ENGINEERS WIDE SA W TR N ALLEY KE 415 Leonard Street NW, Suite 200 LA T Grand Rapids, MI 49504 ON SAN 15.0' E (616) 785-5656 RE ROAD E E G WIDE T U SK ALLEY YS Grand Rapids | Phoenix | Traverse City SA M 15.0' R N ER www.paradigmae.com 1.0' SA W WIDE TR CH N PUBLIC ALLEY GENCY WI CART PT EMER GOLF F FIRE DE ONS PULL-OF OPERATI P) CART AREA (TY GOLF LC OX O AD E A R 12.0' GENCY C PT EMER I F FIRE DE IONS PULL-OF L VE UB OPERAT P) RE . P NT AREA (TY 15.0' WIDE U ME 15.0' AT NU W ALLEY CU TR WIDE ALLEY N DO WIDE 8' E GENCY 7' FIR ERATIO P) AL IN PT EMER OP EA (TY F SA FIRE DE IONS PULL-OF AR ED 4 - 581.3 SE Y ED OPERAT P) 2 - 581.2 EPT NS P D AR ALLEY N AREA (TY EM ULL-O ERG FF AN IN ENC D LIM G SA Y N NE RE AD IG P , S TIS O AD E AL EN R RO PUBLIC FIN UM IC T A OC L 15.0' W IS UB OAD E NO D TR SITE STAIRS WIDE TH P FIR ERATIO P) OP EA (TY AR ED D : ALLEY AN OTE EPT NS P ±10' IS EM ULL-O ERG FF ELEVATED N ENC Y R ' BOARDWALK 94 0. C SA 21 INE (TYP) N LI "E L DF B ' 30 V. OA PU 4 R A R PROJECT DD 3 .29' 8° .T I C 2 R P UBL KAYAK OA S TE W 276 IN LAUNCH C R 9' LI 0' 3 - 581.2 20.0' ±1 B " PU 3 WIDE '0 ALLEY 9 FM MARINA WALL 2 0' N89° GENCY FF OPERATIONS PULL-O 3.3 (RE: STRCT) FIRE DEPT EMER 5 AREA (TYP) 2 E 9" 49'0 FM 3° 0' N4 1 - 581.3 DB DC DOCKS (FOR REF ONLY, TYP) A A 15.0' O FM 8' BOARD WALK (TYP) O P.O.B. 15.0' R WIDE CR LIC ALLEY WIDE SOFT SHORELINE APPROX. 3400 WILCOX AVE, BLI ALLEY B MUSKEGON, MI 49440 ' FM 6 U U E 522.4 P P ADDRESS 3 CRITICAL DUNE ' - 581.40 BOUNDARY AD A CLIENT FM '03" RO PUBLIC (TYP) S89°29 MICOAST 5 DOCKS (FOR REF ONLY, TYP) 15.0' FM WIDE CONNECT TO PHASE 1 PROPERTIES, LLC ALLEY FM ROAD WTR PUBLIC ROAD A FM ADDITIONAL AD A UBLIC RO MARINA P PARKING AREA WTR NONIMPACTED WETLAND (TYP) 20' EMERGENCY ACCESS ROAD FM 5' 7 - 581.4 0' 6 - 581.5 WTR E CI R TOWN E HARBOUR TOWNE CIR AD H SAN WTR UR WTR WTR (231) 722-6691 O RB PROPOSED RO WTR WTR R A WT CONSERVATION 560 MART ST. EH PUBLIC DOCK CT EASEMENT MUSKEGON, MI 49440 Tuesday, June-11-2024 at 1:43pm O:\2306100GR The Docks Muskegon\Drawings - 2306100GR\Civil\03-Production Sheets\_PUD Drawings\100C-FIG-PVP.dwg treimer N 20.0' SA TR WIDE W RELEASE DATE ALLEY DATE DESCRIPTION SAND 05-23-19 FINAL PUD SUBMITTAL PIG 05-21-20 AMENDED PUD R WT PROPOSED EO SUBMITTAL CONSERVATION SAN 06-13-24 AMENDED PUD N H EASEMENT SUBMITTAL WNE CIR ILL CT PROPOSED LEGEND WTR T O SAN MARINA U R CONCRETE PAVEMENT B O E HAR BITUMINOUS PAVEMENT WATER GRAVEL WTR QUALITY REGULATED/IMPACTED WETLANDS REGULATED/NONIMPACTED WETLANDS NOT FOR SWALE SAN HISTORICAL MAPPED WETLANDS CONSTRUCTION PUBLIC RIGHT-OF-WAY 0' 8 - 581.4 R WT PRIVATE ACCESS EASEMENT PROJECT GREEN AREAS AND PARKS AREA OF STEEP SLOPES 2306100GR ACCESSIBLE WATER FRONT TR D ) SHEET TE W MOUNTABLE CURB & GUTTER CA (VA PUBLIC VS. T T C CENTER LINE EE TR N IR YS PRIVATE ACCESS AW PROPERTY LINE RIGHT-OF-WAY LINE EC W TR EW E E ET WN TR DL PRIVATE EASEMENT D S FIGURE TO O N FIG-3 O SO D) CONSERVATION EASEMENT U R W L VACATE BO NE TR W ) R ED TR HA W T CA W ( VA ALLEY ( EY ALL EXHIBIT E CONCEPTUAL ARCHITECTURE • Pocket Neighborhood Cottages • Nantucket Style Boardwalk Fish Huts • Entrance Townhomes • Cottages Fronting Boardwalk • Boathouse Homes • Homes Fronting Road and Marina • Lakefront Home POCKET NEIGHBORHOOD COTTAGES NANTUCKET STYLE BOARDWALK FISH HUTS ENTRANCE TOWNHOMES COTTAGES FRONTING BOARDWALK HOMES FRONTING ROAD AND MARINA BOATHOUSE - STREET VIEW BOATHOUSE - STREET VIEW BOATHOUSE - WATER VIEW BOATHOUSE - WATER VIEW LAKEFRONT HOME Lot Size Set Back Private Road - Lot/Unit # Building# Description Waterfront Dock Garage Width Depth Total Alley Side Back Side Phase 1 Cottages - Pocket Neighborhood NO NO NO 60 55 3,300 10 10 10 10 3 2 Cottages - Pocket Neighborhood NO NO NO 60 55 3,300 N/A 5 10 5 3 3 Cottages - Pocket Neighborhood NO NO NO 55 50 2,750 N/A 5 10 5 3 4 Cottages - Pocket Neighborhood NO NO NO 55 50 2,750 10 5 10 5 3 5 Cottages - Pocket Neighborhood NO NO NO 55 50 2,750 N/A 5 10 5 3 6 Cottages - Pocket Neighborhood NO NO NO 55 50 2,750 10 5 10 5 3 7 Cottages - Pocket Neighborhood NO NO NO 55 50 2,750 N/A 5 10 5 3 8 Cottages - Pocket Neighborhood NO NO NO 55 50 2,750 10 5 10 5 3 9 Cottages - Pocket Neighborhood NO NO NO 55 50 2,750 10 5 10 5 3 10 Cottages - Pocket Neighborhood NO NO NO 40 60 2,400 10 5 10 8 3 11 Cottages - Pocket Neighborhood NO NO NO 40 60 2,400 10 5 10 8 3 12 3 story, narrow houses NO NO Alley 40 50 2,000 0 5 10 5 3 13 3 story, narrow houses NO NO Alley 40 50 2,000 0 5 10 5 3 14 3 story, narrow houses NO NO Alley 40 50 2,000 0 5 10 5 3 15 3 story, narrow houses NO NO Alley 40 50 2,000 0 5 10 5 3 16 3 story, narrow houses NO NO Alley 40 50 2,000 0 5 10 5 3 17 3 story, narrow houses NO NO Alley 40 50 2,000 0 5 10 5 3 18 3 story, narrow houses NO NO Alley 40 50 2,000 0 5 10 5 3 19 3 story, narrow houses NO NO Alley 40 50 2,000 0 5 10 5 3 20 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1 21 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1 22 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1 23 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1 24 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1 25 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1 26 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1 27 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1 28 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1 29 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1 30 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1 31 Nantucket style boardwalk cottage YES NO NO 35 38 1,330 8 5 0 5 1 32 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1 33 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1 34 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1 35 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1 36 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1 37 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1 38 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1 Lot Size Set Back Private Road - Lot/Unit # Building# Description Waterfront Dock Garage Width Depth Total Alley Side Back Side Phase 39 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1 40 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1 41 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1 42 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1 43 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1 44 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1 45 Homes with walk out and or partial split on gr YES NO Front - recessed 53 115 6,095 10 10 30 0 1 46 Front porches overlooking marina YES NO Side 44 100 4,400 10 8 20 8 1 47 Front porches overlooking marina YES NO Rear Alley 44 100 4,400 10 8 20 8 1 48 Front porches overlooking marina YES NO Rear Alley 44 100 4,400 10 8 20 8 1 49 Front porches overlooking marina YES NO Rear Alley 44 100 4,400 10 8 20 8 1 50 Front porches overlooking marina YES NO Rear Alley 44 100 4,400 10 8 20 8 1 51 Front porches overlooking marina YES NO Rear Alley 44 100 4,400 10 8 20 8 1 52 Front porches overlooking marina YES NO Rear Alley 44 100 4,400 10 8 20 8 1 53 Front porches overlooking marina YES NO Rear Alley 44 100 4,400 10 8 20 8 1 54 Front porches overlooking marina YES NO Rear Alley 44 100 4,400 10 8 20 8 1 55 Front porches overlooking marina YES NO Rear Alley 44 100 4,400 10 8 20 8 1 56 Marina Views YES NO Rear Alley 45 100 4,500 20 8 20 8 1 57 Marina Views YES NO Rear Alley 45 100 4,500 20 8 20 8 1 58 Muskegon Lake Lots YES NO Front 50 130 6,500 20 8 30 8 1 59 Muskegon Lake Lots YES NO Front 50 130 6,500 20 8 30 8 1 60 Muskegon Lake Lots YES NO Front 50 130 6,500 20 8 30 8 1 61 Muskegon Lake Lots YES NO Front 50 130 6,500 20 8 30 8 1 62 Muskegon Lake Lots YES NO Front 50 130 6,500 20 8 30 8 1 63 Muskegon Lake Lots YES NO Front 50 130 6,500 20 8 30 8 1 64 Muskegon Lake Lots YES NO Front 50 130 6,500 20 8 30 8 1 65 Muskegon Lake Lots YES NO Front 50 130 6,500 20 8 30 8 1 66 Muskegon Lake Lots YES NO Front 50 130 6,500 20 8 30 8 1 67 Muskegon Lake Views NO NO Front 60 110 6,600 20 10 20 10 2 68 Muskegon Lake Views NO NO Front 60 100 6,000 20 10 20 10 2 69 Muskegon Lake Views NO NO Front 60 105 6,300 20 10 20 10 2 70 Muskegon Lake Views NO NO Front 60 110 6,600 20 10 20 10 2 71 Elevated lot overlooking wetland/marina NO NO Rear Alley 40 65 2,600 1 12 10 0 2 72 Elevated lot overlooking wetland/marina NO NO Rear Alley 40 65 2,600 1 12 10 0 2 73 Elevated lot overlooking wetland/marina NO NO Rear Alley 40 65 2,600 1 12 10 0 2 74 Elevated lot overlooking wetland/marina NO NO Rear Alley 40 65 2,600 1 12 10 0 2 75 Elevated lot overlooking wetland/marina NO NO Rear Alley 40 65 2,600 1 12 10 0 2 76 Elevated lot overlooking wetland/marina NO NO Rear Alley 40 65 2,600 1 12 10 0 2 Lot Size Set Back Private Road - Lot/Unit # Building# Description Waterfront Dock Garage Width Depth Total Alley Side Back Side Phase 77 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2 78 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2 79 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2 80 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2 81 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2 82 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2 83 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2 84 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2 85 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2 86 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2 87 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2 88 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2 89 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2 90 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2 91 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2 92 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2 93 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2 94 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2 95 Front porches on boardwalk to marina NO NO Rear Alley 40 90 3,600 1 12 15 0 2 96 Front porches on boardwalk to marina NO NO Rear Alley 53 90 4,770 1 12 15 0 2 97 Front porches on boardwalk to marina NO NO Rear Alley 40 78 3,120 1 12 15 0 2 98 Front porches on boardwalk to marina NO NO Rear Alley 40 78 3,120 1 12 15 0 2 99 Front porches on boardwalk to marina NO NO Rear Alley 40 78 3,120 1 12 15 0 2 100 Boat House Lot YES YES Side 120 110 13,200 10 15 0 15 2 101 Marina front lots YES YES Front 120 73 8,760 10 15 30 15 2 102 Marina front lots YES YES Front 40 105 4,200 10 5 30 5 2 103 Marina front lots YES YES Front 40 110 4,400 10 5 30 5 2 104 Marina front lots YES YES Front 40 115 4,600 10 5 30 5 2 105 Marina front lots YES YES Front 40 120 4,800 10 5 30 5 2 106 Marina front lots YES YES Front 40 125 5,000 10 5 30 5 2 107 Marina front lots YES YES Front 40 125 5,000 10 5 30 5 2 108 Marina front lots YES YES Front 40 120 4,800 10 5 30 5 2 109 Marina front lots YES YES Front 40 115 4,600 10 5 30 5 2 110 Marina front lots YES YES Front 40 115 4,600 10 5 30 5 2 111 Overlooking open space NO NO Side 40 90 3,600 10 5 0 5 2 112 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2 113 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2 114 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2 Lot Size Set Back Private Road - Lot/Unit # Building# Description Waterfront Dock Garage Width Depth Total Alley Side Back Side Phase 115 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2 116 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2 117 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2 118 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2 119 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2 120 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2 121 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2 122 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2 123 Boat House Lot YES YES YES 40 90 3,600 10 0 0 5 2 124 Corner Lots NO NO Rear Alley 85 35 2,975 1 5 10 5 2 125 Corner Lots NO NO Rear Alley 85 35 2,975 1 5 10 5 2 126 A Townhomes NO NO Rear Alley 3 127 A Townhomes NO NO Rear Alley 3 128 A Townhomes NO NO Rear Alley 3 129 A Townhomes NO NO Rear Alley 3 130 B Townhomes NO NO Rear Alley 3 131 B Townhomes NO NO Rear Alley 3 132 B Townhomes NO NO Rear Alley 3 133 B Townhomes NO NO Rear Alley 3 134 B Townhomes NO NO Rear Alley 3 135 B Townhomes NO NO Rear Alley 3 136 B Townhomes NO NO Rear Alley 3 137 C Townhomes NO NO Rear Alley 3 138 C Townhomes NO NO Rear Alley 3 139 C Townhomes NO NO Rear Alley 3 140 C Townhomes NO NO Rear Alley 3 141 C Townhomes NO NO Rear Alley 3 142 D Townhomes NO NO Rear Alley 2 143 D Townhomes NO NO Rear Alley 2 144 D Townhomes NO NO Rear Alley 2 145 D Townhomes NO NO Rear Alley 2 146 E Townhomes NO NO Rear Alley 2 147 E Townhomes NO NO Rear Alley 2 148 F Townhomes NO NO Rear Alley 2 149 F Townhomes NO NO Rear Alley 2 150 F Townhomes NO NO Rear Alley 2 151 F Townhomes NO NO Rear Alley 2 152 G Townhomes NO NO Rear Alley 2 Lot Size Set Back Private Road - Lot/Unit # Building# Description Waterfront Dock Garage Width Depth Total Alley Side Back Side Phase 153 G Townhomes NO NO Rear Alley 2 154 G Townhomes NO NO Rear Alley 2 155 G Townhomes NO NO Rear Alley 2 156 G Townhomes NO NO Rear Alley 2 157 H Townhomes NO NO Rear Alley 2 158 H Townhomes NO NO Rear Alley 2 159 H Townhomes NO NO Rear Alley 2 160 H Townhomes NO NO Rear Alley 2 161 H Townhomes NO NO Rear Alley 2 162 I Townhomes NO NO Rear Alley 2 163 I Townhomes NO NO Rear Alley 2 164 I Townhomes NO NO Rear Alley 2 165 I Townhomes NO NO Rear Alley 2 166 I Townhomes NO NO Rear Alley 2 167 J Row House Lofts NO NO Rear Alley 2 168 J Row House Lofts NO NO Rear Alley 2 169 J Row House Lofts NO NO Rear Alley 2 170 J Row House Lofts NO NO Rear Alley 2 171 J Row House Lofts NO NO Rear Alley 2 172 J Row House Lofts NO NO Rear Alley 2 173 K Row House Lofts NO NO Rear Alley 2 174 K Row House Lofts NO NO Rear Alley 2 175 K Row House Lofts NO NO Rear Alley 2 176 K Row House Lofts NO NO Rear Alley 2 177 K Row House Lofts NO NO Rear Alley 2 178 K Row House Lofts NO NO Rear Alley 2 179 L Townhomes NO NO Road 2 180 L Townhomes NO NO Road 2 181 L Townhomes NO NO Road 2 182 L Townhomes NO NO Road 2 183 L Townhomes NO NO Road 2 184 L Townhomes NO NO Road 2 185 L Townhomes NO NO Road 2 186 L Townhomes NO NO Road 2 187 M Townhomes NO NO Road 2 188 M Townhomes NO NO Road 2 189 M Townhomes NO NO Road 2 190 M Townhomes NO NO Road 2 Lot Size Set Back Private Road - Lot/Unit # Building# Description Waterfront Dock Garage Width Depth Total Alley Side Back Side Phase 191 M Townhomes NO NO Road 2 192 M Townhomes NO NO Road 2 193 M Townhomes NO NO Road 2 194 M Townhomes NO NO Road 2 195 N Townhomes NO NO Rear Alley 2 196 N Townhomes NO NO Rear Alley 2 197 N Townhomes NO NO Rear Alley 2 198 N Townhomes NO NO Rear Alley 2 199 N Townhomes NO NO Rear Alley 2 200 N Townhomes NO NO Rear Alley 2 201 AA 2-3 Story Condo NO NO NO 2 202 AA 2-3 Story Condo NO NO NO 2 203 AA 2-3 Story Condo NO NO NO 2 204 AA 2-3 Story Condo NO NO NO 2 205 AA 2-3 Story Condo NO NO NO 2 206 AA 2-3 Story Condo NO NO NO 2 207 AA 2-3 Story Condo NO NO NO 2 208 AA 2-3 Story Condo NO NO NO 2 209 AA 2-3 Story Condo NO NO NO 2 210 AA 2-3 Story Condo NO NO YES 2 211 AA 2-3 Story Condo NO NO YES 2 212 AA 2-3 Story Condo NO NO YES 2 213 AA 2-3 Story Condo NO NO YES 2 214 AA 2-3 Story Condo NO NO YES 2 215 AA 2-3 Story Condo NO NO YES 2 216 AA 2-3 Story Condo NO NO YES 2 217 AA 2-3 Story Condo NO NO YES 2 218 AA 2-3 Story Condo NO NO YES 2 219 BB 2-3 Story Condo NO NO NO 1 220 BB 2-3 Story Condo NO NO NO 1 221 BB 2-3 Story Condo NO NO NO 1 222 BB 2-3 Story Condo NO NO NO 1 223 BB 2-3 Story Condo NO NO NO 1 224 BB 2-3 Story Condo NO NO NO 1 225 BB 2-3 Story Condo NO NO NO 1 226 BB 2-3 Story Condo NO NO NO 1 227 BB 2-3 Story Condo NO NO YES 1 228 BB 2-3 Story Condo NO NO YES 1 Lot Size Set Back Private Road - Lot/Unit # Building# Description Waterfront Dock Garage Width Depth Total Alley Side Back Side Phase 229 BB 2-3 Story Condo NO NO YES 1 230 BB 2-3 Story Condo NO NO YES 1 231 BB 2-3 Story Condo NO NO YES 1 232 BB 2-3 Story Condo NO NO YES 1 233 BB 2-3 Story Condo NO NO YES 1 234 CC 2-3 Story Condo YES NO NO 2 235 CC 2-3 Story Condo YES NO NO 2 236 CC 2-3 Story Condo YES NO NO 2 237 CC 2-3 Story Condo YES NO NO 2 238 CC 2-3 Story Condo YES NO NO 2 239 CC 2-3 Story Condo YES NO NO 2 240 CC 2-3 Story Condo YES NO NO 2 241 CC 2-3 Story Condo YES NO NO 2 242 CC 2-3 Story Condo YES NO NO 2 NOTE: Setbacks are measured from the main body of the house. Eves and chimneys are not included I the stated setbacks. Any Zero Set Back side yards include eves and will have maintenanc easement from neighboring lot Case 2024-16: Request for a minor amendment to the planned unit development (PUD) at Hartshorn Village to add fuel tanks outside of the building at 1100 Adelaide Blvd. SUMMARY 1. The original PUD was approved in January of 2022. It was amended in March of 2022 to replace 17 single-family houses with a condominium building. It was amended again in January of 2023 to reduce the number of single-family houses and to eliminate the condominium building and replace it with the boat storage building. 2. The applicant is now requesting approval to allow three fuel storage tanks outside of the boat storage building at 1100 Adelaide Blvd. The tanks have already been installed, the permit is being applied for after the fact. A grass area has also been incorporated into the driveway. The fuel tanks will be used to fill up boats before they are dropped into the lake. 3. Please see the attached site plan. The tanks are setback 25 feet from the building and approximately 200 feet from the water. 4. The building permits are currently under review and there do not appear to be any issues. They meet the required setbacks for the building/fire codes. 5. This request is being presented as a minor amendment. Under Section 2101 (Development Options) of the zoning ordinance, “Incidental or minor changes may be approved by the Planning Commission of the proposed modifications do not alter the basic design or land uses of the plan. 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.” Fuel storage tanks on the east side of 1100 Adelaide Blvd 12 STAFF RECOMMENDATION Staff recommends approval of the PUD amendment. Staff agrees that these changes are minor and do not alter the basic design or land uses of the plan. DELIBERATION The following proposed motion is offered for consideration: I move that the request to amend the Hartshorn Village PUD to install three fuel storage tanks at 1100 Adelaide Blvd be approved. 13 ZONE: LR OVERALL PUD BOUNDARY ZONE: PUD ZONE: LR OVERALL PUD BOUNDARY EXISTING HARTSHORN VILLAGE CONDOMINIUM ZONE: PUD ZONE: I-2 ZONE: I-1 ZONE: I-1 P:\Projects\2020\202164\Drawings\202164-PUD.dwg, S01-EXIST, 1/23/2023 2:42:22 PM, jroot 5252 Clyde Park, S.W. Grand Rapids, MI 49509 Phone: (616) 531-3660www.exxelengineering.com ZONE: LR (ADELAIDE POINTE) ZONE: PUD HARTSHORN VILLAGE PHASE 2 SEE NOTE 13 ZONE: LR FUTURE HARTSHORN DEVELOPMENT AREA ZONE: PUD (ADELAIDE POINTE) ZONE: I-2 ZONE: I-1 ZONE: I-1 P:\Projects\2020\202164\Drawings\202164-PUD.dwg, S02-SITE, 1/23/2023 2:43:00 PM, jroot 5252 Clyde Park, S.W. Grand Rapids, MI 49509 Phone: (616) 531-3660www.exxelengineering.com ZONE: LR ZONE: PUD ZONE: LR ZONE: I-2 ZONE: I-2 ZONE: I-1 ZONE: I-1 P:\Projects\2020\202164\Drawings\202164-PUD.dwg, S03-GRD, 1/23/2023 2:43:43 PM, jroot 5252 Clyde Park, S.W. Grand Rapids, MI 49509 Phone: (616) 531-3660www.exxelengineering.com Case 2024-17: Request for a site plan review for a new 15,063 sf building at 0 Stebbins Rd (Property # 24- 115-300-0001-20), by the Muskegon Area Intermediate School District (MAISD). SUMMARY 1. The MAISD’s Career Tech Center will be expanding their Building Arts Program and needs additional space as well as district wide storage and parking. 2. The subject parcel is located just to the east of the existing Career Tech Center located at 200 S Harvey St. There is an existing vet building/shed located on the subject parcel. 3. The subject parcel measures just under five acres and is zoned RM-1, Low-Density Multifamily Residential. The proposed building measures 15,063 sf. 4. A new curb cut is proposed on Stebbins Rd. The new facility can also be accessed through the existing parking lot at 200 S Harvey St. 5. Stormwater will be stored in basins on the east and west sides of the property. A stormwater permit from the Engineering Department is required before construction. 6. There are 13 new parking spots provided. 7. Please see the enclosed site plan and elevations. Existing curb cut at 200 S Harvey with subject parcel in background 14 STAFF RECOMMENDATION Staff recommends approval of the site plan with the condition that a stormwater permit is obtained from the Engineering Department. DELIBERATION The following proposed motion is offered for consideration: I move that the request for site plan approval for the new building at 0 Harvey St be approved with the following condition: 1. A stormwater permit is obtained from the Engineering Department. 15 www.callenengineering.com Callen Engineering, Inc. 108 East Savidge Street Spring Lake, MI 49456 SOUTHERLY CURB ISLAND GENERAL NOTES T.616.414.5260 1. PRO ECT INCLUDES CONSTRUCTION OF A 15 000 SFT. SINGLE STORY SLAB ON GRADE BUILDING RELATED PAR ING LANDSCAPING SIGNAGE LIGHTING UTILITY CONNECTIONS AND STORMWATER DRAINAGE FACILITIES. 2. THE DEVELOPMENT SHALL BE SERVED BY PUBLIC SANITARY SEWER AND PUBLIC WATER MAIN. CG-M HMA C4.0 C4.0 3. ACCESS TO THE DEVELOPMENT SHALL BE VIA ONE (1) PROPOSED CURBCUT ONTO STEBBINS ROAD AND ONE (1) STEBBINS RD (66' R/W) E . CURBCUT ONTO STEBBINS ROAD. 4. STORM DRAINAGE SHALL BE DETAINED ONSITE MEETING THE RE UIREMENTS OF MUS EGON COUNTY WATER RESOURCES. S 88°49'59" E 511.10' 5. PAR ING AND DRIVE AREAS SHALL BE PAVED WITH BITUMINOUS AND CONCRETE PAVEMENT. 25' FRONT YARD R25 SIGN ' 6. PAR ING ONE (1) SPACE PER EMPLOYEE SETBAC STORM CG-F4 WATER BASIN C4.0 MA IMUM EMPLOYEES = 12 (12 / 1) = 12 PAR ING SPACES TOTAL = 12 SPACES GATE PROVIDED TOTAL = 12 SPACES, INCLUDING ONE (1) BARRIER FREE SPACE. 26' 7. PROPOSED SITE LIGHTING SHALL CONSIST OF WALL MOUNTED FI TURES DIRECTED TO INHIBIT LIGHTING BEYOND PROPERTY LIMITS MEETING THE RE UIREMENTS OF APPLICABLE SECTIONS OF THE CITY OF MUS EGON ONING NORTON SHORES MICHIGAN 49441 ORDINANCE. STORM 800 E. ELLIS ROAD SUITE 508 NEW TREE LINE WATER BASIN 8. LANDSCAPING AND SCREENING SHALL MEET THE INTENT OF THE CITY OF MUS EGON ONING ORDINANCE. CONCEPT DESIGN STUDIO 16' SIDE YARD SETBAC 9. ALL PAVEMENT MAR INGS AND SIGNS SHALL CONFORM TO THE STANDARDS SET FORTH IN THE CURRENT EDITION 20' WATERMAIN EASEMENT OF THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. CG-G PROPOSED C4.0 HYDRANT 231 799 4838 HMA C4.0 HMA PROPOSED C4.0 150' 15 000 SFT. 16' SIDE YARD 26' 28' BUILDING CP-8 SETBAC 19' HT. C4.0 NEW TREE LINE CP-8 C4.0 24' 26' 20' 10' 8' 8' N 02°18'30" E 417.81' HS-G 10' C4.0 S 02°24'25" W 428.00' 100' 0' R2 R2 0' CG-G HMA CG-G 26' C4.0 C4.0 C4.0 SHED 6" SAN TRANSFORMER VET BUILDING FF=633.61' MAINTENANCE FACILITY MUS EGON COUNTY MICHIGAN SAN 8" PLANTERS 200 HARVEY STREET CITY OF MUS EGON SITE PLAN 30' REAR YARD 8" SAN SETBAC NEW CTC CLASSROOM N 87°41'26" W 510.26' T NO I N ARY CTION R E LIM STRU P N PROPOSED FEATURES LEGEND R CO FO NORTH E O F MI C HI G NEW LIGHT DUTY NEW HEAVY DUTY AT BRUCE AN ST CONCRETE SIDEWAL AREA HMA PAVEMENT AREA A CALLEN EER LI C E N S License No. GI N 6201047392 NEW HEAVY DUTY NEW GRAVEL SCALE EN ED PR CONCRETE PAVEMENT AREA SURFACE R O F E S S I O NA L DRAWING PLOT SCALE F CONTRACTOR 1 800 482 7171 OR 811 PRO ECT Know what's below. S S . Call before you dig. A "MISS DIG" . T "MISS DIG" CONTRACTOR . DATE OF PLAN 06 24 24 C1.0
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