12 Site Plans 12 10 2025

EXIST FIRE HYDRANT N46°40'43"E 18.84' 7"E D 2'4 S85°3 FHA FHA FHA FHA FHA FHA FHA S12°02'43"W N27°0 0'33"E 100.4 4' 369 FHA FHA FHA CONTRACTOR TO CONFIRM LOCATION OF EXIST MONITORING WELLS AND COORDINATE RELOCATION WITH LSRP AS REQUIRED. FHA CONTRACTOR TO CONFIRM LOCATION OF EXIST MONITORING WELLS AND COORDINATE RELOCATION WITH LSRP AS REQUIRED. EXIST ELECTRIC SERVICE CONNECTION TO REMAIN (REFER TO MEP PLANS) (CONTRACTOR TO VERIFY LOCATION AND CONDITION OF EXISTING ELECTRIC SERVICE SYSTEM IN THE FIELD. CONTRACTOR S57 TO VERIFY °PSE&G) FEASIBILITY OF CONNECTION WITH 31' AGENCY REVIEW & APPROVAL 80.1 5' THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: FHA FHA PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN 145.92' A FH 369 S17°02'23"W AHW A CH R BRAN "W MAP: 87 | BLK: 157 | LOT: 5 457 MOUNT PLEASANT AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY D.B. 12518, PG. 3496 328.07' FHA TM BOHLER ENGINEERING NJ, LLC FHA 23'17 APPROX LOCATION OF EXISTING SANITARY SEWER LINE AND CONNECTION TO REMAIN. CONTRACTOR TO CONFIRM INVERT AND LOCATION OF EXISTING SANITARY SEWER IN THE FIELD PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY PRIOR TO CONSTRUCTION. 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 EXIST FIRE HYDRANT A ' PROPOSED RETAIL STORE P.O.B. N74°42'17"W FH 92.97 372 375 103.59' FOR BLOCK 157 LOT 8.01 370 374 A FH N78°59'17"W NJA230139.00-2A CRA / TGH TXL 08/14/2025 P-CIVL-GDUL FHA Y RIV18 E0.R 57' FHA FHA SOUT H 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 373 0 37 A FH CONTRACTOR TO CONFIRM LOCATION OF EXIST MONITORING WELLS AND COORDINATE RELOCATION WITH LSRP AS REQUIRED. Phone: Fax: (908) 668-8300 (908) 754-4401 www.BohlerEngineering.com FHA ELEVATION = 369.9 FT BASED ON METHOD 3 DELINEATION NJ CERT. OF AUTHORIZATION NO. 24GA28400600 & MH000122 MOUNT PLEASANT AVENUE T. LAM HATCH LEGEND LEGEND PROPERTY LINE PROFESSIONAL ENGINEER NEW JERSEY LICENSE No. 47863 NEW YORK LICENSE No. 092942 CONNECTICUT LICENSE No. 30024 PENNSYLVANIA LICENSE No. 76746 PROP FULL DEPTH ASPHALT PAVEMENT TOP OF BANK 50 FT NJDEP RIPARIAN BUFFER WIDTH PROP

JERSEY LICENSE No. 47863 NEW YORK LICENSE No. 092942 CONNECTICUT LICENSE No. 30024 PENNSYLVANIA LICENSE No. 76746 PROP FULL DEPTH ASPHALT PAVEMENT TOP OF BANK 50 FT NJDEP RIPARIAN BUFFER WIDTH PROP PERVIOUS ASPHALT PAVEMENT WETLAND BOUNDARY 50 FT WETLAND BUFFER WIDTH PROP MILL AND OVERLAY PAVEMENT FHA ELEVATION (BASED ON METHOD 3 DELINEATION) PROP CONCRETE SIDEWALK FHA PROP HEAVY-DUTY CONCRETE PAVEMENT PROP CONCRETE PAVEMENT SHEET TITLE: THIS PLAN TO BE UTILIZED FOR DRAINAGE AND UTILITIES PURPOSES ONLY. UTILITY PLAN REFER TO GENERAL NOTES AND LEGEND SHEET FOR ADDITIONAL NOTES, REFERENCES AND SPECIFICATIONS. 30 AS TGH TXL AWS TXL ISSUED FOR MUNICIPAL & FHA 371 REV. PER SCD COMMENTS. REV. PER TOWNSHIP 12/10/2025 COMMENTS Callbefore you dig. 17"E FHA A FH DRAWN BY CHECKED BY Know what's below. BLOCK 157 LOT 8.06 A FHA 09/17/2025 EXIST GAS SERVICE CONNECTION TO REMAIN (REFER TO MEP PLANS) (CONTRACTOR TO VERIFY LOCATION AND CONDITION OF EXISTING GAS SERVICE SYSTEM IN THE FIELD. CONTRACTOR TO VERIFY FEASIBILITY OF CONNECTION WITH PSE&G) 369 369 1 2 COMMENT CONTRACTOR TO VERIFY UNKNOWN EXIST UTILITY TYPE, SIZE, LOCATION, AND CONDITION IN THE FIELD FH 0'33"E CE DATE BLOCK 157 LOT 8.02 EXISTING BUILDING TO REMAIN N88° PLA REV ET&C N27°0 &C G:\2023\NJA230139.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-GDUL-NJA230139.00-2A----->LAYOUT: C-501 UTIL &C ET E APPROX LOCATION OF PROP SAWCUT LINE AND PAVEMENT REPAIR STRIP, AS REQUIRED APPROX LOCATION OF PROP SAWCUT LINE AND PAVEMENT REPAIR STRIP, AS REQUIRED BLOCK 157 LOT 5 N/F LANDS OF DIENER MT. PLEASANT ASSOCIATES LTD D.B. 12518, PG. 3496 FFE: 370.10 NT REVISIONS BLOCK 157 LOT 8.03 PROP RETAIL SPACE (± 17,245 SF FIRST FLOOR) (± 1,522 SF MEZZANINE) 184 PARKING STALLS '57" BLOCK 157 LOT 2 9 107 S84°16'57"W 109.05' 36 .12' N29°03'57"E 50.23' T FHA ASA EXIST LANDSCAPE WALL TO BE REPLACED IN KIND FOR UTILITY DISTURBANCE FHA EXIST WATER SERVICE CONNECTION TO REMAIN (REFER TO MEP PLANS) (CONTRACTOR TO VERIFY LOCATION AND CONDITION OF EXISTING WATER SERVICE SYSTEM IN THE FIELD. CONTRACTOR TO VERIFY FEASIBILITY OF CONNECTION WITH NJAW) CONTRACTOR TO VERIFY UNKNOWN EXIST UTILITY TYPE, SIZE, LOCATION, AND CONDITION IN THE FIELD CONTRACTOR TO CONFIRM LOCATION OF EXIST MONITORING WELLS AND COORDINATE RELOCATION WITH LSRP AS REQUIRED. °16 N84 CONTRACTOR TO

NKNOWN EXIST UTILITY TYPE, SIZE, LOCATION, AND CONDITION IN THE FIELD CONTRACTOR TO CONFIRM LOCATION OF EXIST MONITORING WELLS AND COORDINATE RELOCATION WITH LSRP AS REQUIRED. °16 N84 CONTRACTOR TO CONFIRM LOCATION OF EXIST MONITORING WELLS AND COORDINATE RELOCATION WITH LSRP AS REQUIRED. APPROX LOCATION OF ELECTRIC SERVICE CONNECTION. REFER TO MEP PLANS. PROP RAISED PAD MOUNTED TRANSFORMER PLE S57°30'47"E 101.63' &C FHA FHA FHA FHA FHA D FHA UNT PROP ETC CONNECTION TO EXIST UTILITY POLE. CONTRACTOR TO VERIFY FEASIBILITY OF CONNECTION WITH UTILITY PURVEYOR PRIOR TO CONSTRUCTION ET D FHA D 369 369 368 ET CONTRACTOR TO VERIFY UNKNOWN EXIST UTILITY TYPE, SIZE, LOCATION, AND CONDITION IN THE FIELD 368 C N28°06'13"E 46.04' MO ET & PROP SANITARY - STORM PIPE CROSSING. CONTRACTOR TO CONFIRM LOCATION, INVERTS, CLEARANCE, AND SLOPE OF EXIST SAN SEWER IN THE FIELD AND FEASIBILITY OF CROSSING WITH PROP STORM PIPE. CONTRACTOR TO NOTIFY ENGINEER OF RECORD PRIOR TO CONSTRUCTION IF CONFLICT ARISES. BLOCK 157 LOT 11 Dec 15, 2025 APPROX LOCATION OF EXISTING SANITARY SEWER LINE AND CONNECTION TO REMAIN. CONTRACTOR TO CONFIRM INVERT AND LOCATION OF EXISTING SANITARY SEWER IN THE FIELD PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY PRIOR TO CONSTRUCTION. S78°46'47"E 39.72'(D) 39.66' 170.11' PLEASA NT VAL LEY WA Y BLOCK 157 LOT 1 ' 170.23 ET&C CH N A R H BY RIVER T U O S HWA RA TM 1. S52°30'47"E 52.89'(D) 52.77' 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 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

ZONTALLY. 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 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

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. 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 © BOHLER S (Rev. 3/2023) SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES W SOU TH B RAH RAN W AY RIVECH R BROOK PLACE E DRAINAGE AND UTILITY NOTES 15 7.5 0 SCALE: 1" = 30' SHEET NUMBER: 30 C-501 REVISION 2 - 12/10/2025