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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