23 Site Plan

SOUTH BRANCH RAHWAY RIVER BLOCK 157 LOT 5 N/F LANDS OF DIENER MT. PLEASANT ASSOCIATES LTD D.B. 12518, PG. 3496 BLOCK 157 LOT 8.03 BLOCK 157 LOT 8.02 BLOCK 157 LOT 8.06 BLOCK 157 LOT 8.01 BLOCK 157 LOT 2 BLOCK 157 LOT 11 BLOCK 157 LOT 1 P.O.B. D.B. 12518, PG. 3496 S12°02'43"W S57°31'17"E 92.97' 170.11' 80.15' 170.23'S85°32'47"E BROOK PLACE MOUNT PLEASANT PLACE MOUNT PLEASANT AVENUE PLEASANT VALLEY WAY S52°30'47"E 52.89'(D) 52.77' S78°46'47"E 39.72'(D) 39.66' N46°40'43"E 18.84' S57°30'47"E 101.63' 145.92'S17°02'23"W 328.07'N74°42'17"W 103.59'N78°59'17"W N88°23'17"W N27°00'33"E 180.57' S84°16'57"W 109.05' N29°03'57"E 50.23' N84°16'57"E 107.12' N27°00'33"E 100.44' N28°06'13"E 46.04' W E S SOUTH BRANCH RAHWAY RIVER SOUTH BRANCH RAHWAY RIVER FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA FHA EXISTING BUILDING TO REMAIN PROP RETAIL SPACE (± 17,245 SF FIRST FLOOR) (± 1,522 SF MEZZANINE) 187 PARKING STALLS 30' FRONT YARD SETBACK 30' FRONT YARD SETBACK 10' SIDE YARD SETBACK 10' SIDE YARD SETBACK 10' SIDE YARD SETBACK10' SIDE YARD SETBACK 10' SIDE YARD SETBACK 10' SIDE YARD SETBACK 10' PARKING SETBACK 10' SIDE YARD SETBACK10' PARKING SETBACK 10' PARKING SETBACK 10' SIDE YARD SETBACK 30' FRONT YARD SETBACK 30' REAR YARD SETBACK 50' RESIDENTIAL BUFFER WIDTH 75' RESIDENTIAL BUFFER WIDTH APPROX LOCATION OF PROP SAWCUT LINE AND PAVEMENT REPAIR STRIP, AS REQUIRED FHA ELEVATION = 369.9 FT BASED ON METHOD 3 DELINEATION APPROX LOCATION OF PROP SAWCUT LINE AND PAVEMENT REPAIR STRIP, AS REQUIRED CONTRACTOR TO REPAIR EXIST ARROWS AS REQUIRED D D D 369 374 373 372 371 370 368 375 369 369 370 PROP PERVIOUS PAVEMENT STONE STORAGE TOP ELEV. = 367.65 100 YEAR FUT. STORM ELEV. = 367.26 100 YEAR CUR. STORM ELEV. = 367.21 10 YEAR FUT. STORM ELEV. = 367.15 10 YEAR CUR. STORM ELEV. = 367.13 2 YEAR FUT. STORM ELEV. = 367.09 2 YEAR CUR. STORM ELEV. = 367.07 WQ STORM ELEV. = 366.95 STONE STORAGE BOTTOM ELEV. = 366.65 EST. SHWT = +/- 363.00 FFE: 370.10 MH-130 PROP MH RIM 368.25 INV IN 364.42 (15") MH-120 INV OUT 364.42 (15") PROP 61 LF 15" HDPE @ 0.40% PROP 192 LF 15" HDPE @ 0.40% PROP 66 LF 15" HDPE @ 0.40% 5 LF 6" PVC PIPE @ 0.50% 28 LF 6" PVC PIPE @ 0.50% 5 LF 6" PVC PIPE @ 0.50% 28 LF 6" PVC PIPE @ 0.50% 172 LF 6" PVC PIPE @ 0.50% 3 LF 6" PVC PIPE @ 0.50% 30 LF 6" PVC PIPE @ 0.50% 3 LF 6" PVC PIPE @

% 5 LF 6" PVC PIPE @ 0.50% 28 LF 6" PVC PIPE @ 0.50% 5 LF 6" PVC PIPE @ 0.50% 28 LF 6" PVC PIPE @ 0.50% 172 LF 6" PVC PIPE @ 0.50% 3 LF 6" PVC PIPE @ 0.50% 30 LF 6" PVC PIPE @ 0.50% 3 LF 6" PVC PIPE @ 0.50% 3 LF 6" PVC PIPE @ 0.50% 3 LF 6" PVC PIPE @ 0.50% 17 LF 8" PVC PIPE @ 0.50% 25 LF 8" PVC PIPE @ 0.50% 72 LF 6" PVC PIPE @ 0.50% PROP C/O-150 INV. (OUT): 366.67 PROP C/O-160 INV. (OUT): 366.65 PROP C/O-170 INV. (OUT): 366.52 PROP C/O-180 INV. (OUT):366.16 PROP C/O-190 INV. (OUT): 366.04 PROP C/O-210 INV. (IN): 365.93 (6") INV. (IN): 365.76 (8") INV. (OUT): 365.76 (8") PROP C/O-250 INV. (IN): 366.79 INV. (OUT): 366.79 PROP C/O-240 INV. (OUT): 366.96 PROP C/O-230 INV. (IN): 367.07 INV. (OUT): 367.07 PROP C/O-220 INV. (OUT): 367.10 PROP 8" X 6" REDUCER (TYP) PROP WYE CONNECTION INV. (IN): 366.50 (6") INV. (IN: 366.50 (6") INV. (OUT):366.50 (6") PROP WYE CONNECTION INV. (IN): 366.02 (6") INV. (IN): 365.85 (8") INV. (OUT): 365.85 (8") PROP WYE CONNECTION INV. (IN): 366.93 (6") INV. (IN): 366.93 (6") INV. (OUT): 366.93 (6") PROP WYE CONNECTION INV. (IN): 366.14 (6") INV. (IN): 366.14 (6") INV. (OUT): 365.98 (8") OS-110 PROP OUTLET STRUCTURE RIM: 368.32 WEIR: 366.95 (4') INV. (IN): 365.60 (6") INV. (OUT): 365.43 (15") PROP 6" INSPECTION PORT INV. (OUT): 365.90 PROP 6" INSPECTION PORT INV. (IN): 365.67 INV. (OUT): 365.67 114 LF 6" PERF. PVC PIPE @ 0.20% PROP 6" INSPECTION PORT INV. (IN): 365.78 INV. (OUT): 365.78 55 LF 6" PERF. PVC PIPE @ 0.20% PROP 6" INSPECTION PORT INV. (OUT): 365.92 33 LF 6" PERF. PVC PIPE @ 0.20% APPROX LOCATION OF EXIST ROOF DRAIN TO REMAIN (TYP) 69 LF 6" PERF. PVC PIPE @ 0.20% APPROX LOCATION OF EXIST ROOF DRAIN TO REMAIN (TYP) MH-120 PROP MH RIM: 368.44 INV. (IN): 365.71 (8") INV. (IN): 365.18 (15") INV. (OUT): 365.18 (15") 10 LF 8" PVC PIPE @ 0.50% PROP 61 LF 15" HDPE @ 0.40% PROP. CONNECTION TO EXIST STM SYSTEM INV. (IN): 364.15 (15") 43 LF 6" PERF. PVC PIPE @ 0.20% PROP 6" INSPECTION PORT INV. (OUT): 365.87 369 HATCH LEGEND PROP FULL DEPTH ASPHALT PAVEMENT PROP PERVIOUS ASPHALT PAVEMENT PROP MILL AND OVERLAY PAVEMENT PROP CONCRETE SIDEWALK PROP HEAVY-DUTY CONCRETE PAVEMENT PROP CONCRETE PAVEMENT LEGEND PROPERTY LINE TOP OF BANK 50 FT NJDEP RIPARIAN BUFFER WIDTH WETLAND BOUNDARY 50 FT WETLAND BUFFER WIDTH FHA ELEVATION (BASED ON METHOD 3 DELINEATION) FHA THIS PLAN TO BE UTILIZED FOR DRAINAGE AND UTILITIES PURPOSES ONLY. REFER TO GENERAL

RIPARIAN BUFFER WIDTH WETLAND BOUNDARY 50 FT WETLAND BUFFER WIDTH FHA ELEVATION (BASED ON METHOD 3 DELINEATION) FHA THIS PLAN TO BE UTILIZED FOR DRAINAGE AND UTILITIES PURPOSES ONLY. REFER TO GENERAL NOTES AND LEGEND SHEET FOR ADDITIONAL NOTES, REFERENCES AND SPECIFICATIONS. C-402 DRAINAGE PLAN 0 SCALE: 1" = 30' 30 307.515 PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR G:\2023\NJA230139.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-GDUL-NJA230139.00-1A----->LAYOUT: C-402 DRIN TH THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NJA230139.00-1A CRA / TGH TXL 08/14/2025 P-CIVL-GDUL PRELIMINARY & FINAL MAJOR SITE PLAN PROPOSED RETAIL STORE MAP: 87 | BLK: 157 | LOT: 5 457 MOUNT PLEASANT AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY 1 REVISION 1 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 09/17/2025 REV. PER SCD COMMENTS. TGH TXL 09/17/2025 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone: (908) 668-8300 Fax: (908) 754-4401 www.BohlerEngineering.com NJ CERT. OF AUTHORIZATION NO. 24GA28400600 & MH000122 BOHLER ENGINEERING NJ, LLC TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES TM BOHLER Sep 24, 2025 NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org Know what's below. Callbefore you dig. PROFESSIONAL ENGINEER T. LAM NEW JERSEY LICENSE No. 47863 NEW YORK LICENSE No. 092942 CONNECTICUT LICENSE No. 30024 PENNSYLVANIA LICENSE No. 76746 DRAINAGE AND UTILITY NOTES (Rev. 3/2023) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE

ND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 13. THE CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. 14. SEWERS CONVEYING SANITARY FLOW, COMBINED SANITARY AND STORMWATER FLOW, OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION OVER SAME. WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED. 15. WHEN THESE PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM, SANITARY, UTILITIES, AND IRRIGATION LINES, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. THE CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4 STAKE, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE PLAN, WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK. 16. STORM AND SANITARY PIPE LENGTHS INDICATED ARE NOMINAL AND ARE MEASURED FROM CENTER OF INLET AND/OR MANHOLES STRUCTURE TO CENTER OF STRUCTURE. 17. THE CONTRACTOR MUST NOTIFY, IN WRITING, THE MUNICIPAL ENGINEER AT LEAST THREE (3) BUSINESS DAYS PRIOR TO INSTALLATION OF SANITARY COMPONENTS. FAILURE TO HAVE SANITARY INSTALLATION AND TESTING OBSERVED BY THE DESIGNATED ENGINEER MAY REQUIRE RE-EXCAVATION OF SANITARY LINE, AND RE-TESTING, WHICH WILL BE DONE AT THE CONTRACTOR'S SOLE COST AND EXPENSE. 18. SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE

TED ENGINEER MAY REQUIRE RE-EXCAVATION OF SANITARY LINE, AND RE-TESTING, WHICH WILL BE DONE AT THE CONTRACTOR'S SOLE COST AND EXPENSE. 18. SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF REINFORCED CONCRETE, DUCTILE IRON OR OTHER SUITABLE MATERIAL. 19. SANITARY PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE CLEARLY INDICATED OTHERWISE. 20. FOR PIPES LESS THAN 12 FEET DEEP: POLYVINYL CHLORIDE (PVC) SDR 35 PER ASTM D3034. 21. FOR PIPES GREATER THAN 12 FEET DEEP: POLYVINYL CHLORIDE (PVC) SDR 26 PER ASTM D3034. 22. SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS CLEARLY INDICATED OTHERWISE. 23. UNLESS CLEARLY INDICATED OTHERWISE, ALL STORM PIPES MUST BE REINFORCED CONCRETE PIPES (RCP) CLASS III WITH SILT/SOIL TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M252 FOR PIPES 4" TO 10" AND TO AASHTO M294 FOR PIPES 12" TO 60" AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT/SOIL TIGHT JOINT. PIPE FOR ROOF DRAIN CONNECTION MUST BE HDPE SDR 26 OR PVC SCHEDULE 40 UNLESS INDICATED OTHERWISE. HDPE PIPE JOINT GASKETS MUST BE PROVIDED AND CONFORM TO ASTM F477. 24. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER COMPANY. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT-LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 25. GAS METERS MUST BE PROTECTED BY BOLLARDS AND FENCES IF INSTALLED WITHIN THE EXTERIOR OF THE BUILDING AS REQUIRED BY THE JURISDICTIONAL GAS PURVEYOR.