12 Site Plans 12 10 2025

: 369.57 G: 369.07 MATCH G: 368.08 G:368.91 N88° MATCH G: 369.40 PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: MATCH G: 370.00 G: 369.91 MATCH G: 367.24 SOUT H FHA N27°0 TC: 370.00 G: 369.50 FHA G: 362.00 FHA BLOCK 157 LOT 2 MATCH G: 370.10 TC: 368.60 G: 368.10 MATCH G: 367.99 THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. 50' R E BUFF SIDENTIA L ER W IDTH G: 370.09 DS: 370.10 G: 369.55 FHA S84°16'57"W 109.05' 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 PROP. ADA PATH OF TRAVEL (TYP) G: 370.00 TC: 369.12 G: 368.62 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 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 A FH 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 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 SHEET TITLE: THIS PLAN TO BE UTILIZED FOR SITE GRADING PURPOSES ONLY. PROP CONCRETE PAVEMENT GRADING PLAN REFER TO GENERAL NOTES AND LEGEND SHEET FOR ADDITIONAL NOTES, REFERENCES AND SPECIFICATIONS. 30 AS TGH TXL AWS TXL Callbefore you dig. BLOCK 157 LOT 8.06 G: 369.55 TC: 368.94 G: 368.44 REV. PER SCD COMMENTS. REV. PER TOWNSHIP 12/10/2025 COMMENTS Know what's below. 5' TC: 369.28 G: 368.78 09/17/2025 DRAWN BY CHECKED BY BLOCK 157 LOT 8.02 80.1 TC: 369.26 G: 368.76 1 2 COMMENT FHA FHA 75' RESIDENTIAL BUFFER WIDTH APPROX LOCATION OF PROP SAWCUT LINE AND PAVEMENT REPAIR STRIP, AS REQUIRED FHA PROP RETAIL SPACE (± 17,245 SF FIRST FLOOR) (± 1,522 SF MEZZANINE) 184 PARKING STALLS FFE: 370.10 NOTE: CONTRACTOR TO VERIFY EXISTING FFE BEFORE CONSTRUCTION TC: 369.88 AND NOTIFY ENGINEER OF RECORD G: 369.38 IMMEDIATELY IF EXISTING FFE IS DIFFERENT THAN SHOWN ON THIS

4 PARKING STALLS FFE: 370.10 NOTE: CONTRACTOR TO VERIFY EXISTING FFE BEFORE CONSTRUCTION TC: 369.88 AND NOTIFY ENGINEER OF RECORD G: 369.38 IMMEDIATELY IF EXISTING FFE IS DIFFERENT THAN SHOWN ON THIS PLAN E CE DATE MATCH G: 369.00 APPROX LOCATION OF PROP SAWCUT LINE AND PAVEMENT REPAIR STRIP, AS REQUIRED FHA DS: 370.10 '57" N29°03'57"E 50.23' DS: 370.10 TC: 369.88 G: 369.38 TC: 369.26 G: 368.76 PLA REV FHA N27°0 0'33"E 100.4 4' TC: 368.63 G: 368.13 NT FHA G: 369.55 TC: 369.02 G: 368.52 MATCH G: 369.40 T FHA G: 370.10 TC: 368.50 G: 368.00 107 ELEVATED TRANSFORMER PAD GH: 371.00 GL: 369.60 G: 370.10 MATCH G: 367.77 .12' MATCH G: 369.55 G: 369.20 &C TC: 369.07 G: 368.57 REVISIONS BLOCK 157 LOT 8.03 ET TC: 368.82 G: 368.32 TC: 369.88 G: 369.38 DS: 370.10 DS: 370.10 MATCH G: 369.90 9 TC: 368.34 G: 367.84 TC: 369.11 G: 368.61 TW:378.10 GH:378.10 GL: 370.10 36 D MATCH G: 369.80 ANY WORK PROPOSED IN THE STATE OF NEW JERSEY MUST CONFORM TO THE NJ UNIFORM CONSTRUCTION CODE SUBCHAPTER 7, BARRIER-FREE ACCESS. G: 368.90 G: 369.36 TC: 369.55 G: 369.05 FHA FHA FHA FHA G: 368.82 FHA FHA TC: 369.08 G: 368.58 FHA ASA S57°30'47"E 101.63' MATCH TC: 368.20 BC: 368.00 G: 368.25 MATCH G: 370.00 PLE S12°02'43"W MATCH G: 367.30 MATCH G: 367.90 D 369 &C D MATCH G: 368.80 ET TC: 369.06 G: 368.56 TW:377.62 GH:377.62 GL: 369.62 ET&C G: 368.44 170.11' TW:377.62 GH:377.62 GL: 369.15 &C ET TC: 368.58 G: 368.08 °16 N84 UNT MATCH G: 368.00 MATCH G: 367.90 MATCH G: 368.70 (Rev. 1/2023) MO G: 367.83 G: 368.00 TC: 368.76 G: 368.26 G:\2023\NJA230139.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-GDUL-NJA230139.00-2A----->LAYOUT: C-401 GRAD S78°46'47"E 39.72'(D) 39.66' G: 362.63 2'47"E S85°3 BLOCK 157 LOT 11 Dec 15, 2025 ' ET & PLEASA NT VAL LEY WA Y 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' BLOCK 157 LOT 1 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. 1/2023) SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES W SOU TH

SES © BOHLER S (Rev. 1/2023) 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 GRADING NOTES 15 7.5 0 SCALE: 1" = 30' SHEET NUMBER: 30 C-401 REVISION 2 - 12/10/2025

N46°40'43"E 18.84' 170.11' FHA 5' K THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. 50' R E BUFF SIDENTIA L ER W IDTH 30' R EAR YAR D SE PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: TBAC K FHA A FH 370 A FH 371 369 30' FRONT YARD SETBACK 372 FOR PROPOSED RETAIL STORE 373 MAP: 87 | BLK: 157 | LOT: 5 457 MOUNT PLEASANT AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY P.O.B. 375 N74°42'17"W PRELIMINARY & FINAL MAJOR SITE PLAN BLOCK 157 LOT 8.01 374 D.B. 12518, PG. 3496 328.07' TM FHA 103.59' NJA230139.00-2A CRA / TGH TXL 08/14/2025 P-CIVL-GDUL PROJECT: 10' SIDE YARD SETBACK 10' PARKING SETBACK D SETB E YAR 10' SID SOUT H BOHLER ENGINEERING NJ, LLC FHA ' N78°59'17"W AGENCY REVIEW & APPROVAL 80.1 TBAC 145.92' FHA FHA RKIN G SE S17°02'23"W FHA FHA FHA 369 FHA S12°02'43"W CK SETBA YARD 10' SID E N27°0 0'33"E 100.4 4' Y RIV18 E0.R 57' ACK AHW A CH R FHA 0'33"E ISSUED FOR MUNICIPAL & "E EXISTING BUILDING TO REMAIN 0 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone: Fax: CONTRACTOR TO REPAIR EXIST ARROWS & PAVEMENT MARKINGS IN POOR CONDITION AS REQUIRED (TYP) FHA ELEVATION = 369.9 FT BASED ON METHOD 3 DELINEATION (908) 668-8300 (908) 754-4401 www.BohlerEngineering.com NJ CERT. OF AUTHORIZATION NO. 24GA28400600 & MH000122 MOUNT PLEASANT AVENUE A FH T. LAM HATCH LEGEND LEGEND PROPERTY LINE 50 FT NJDEP RIPARIAN BUFFER WIDTH PROP PERVIOUS ASPHALT PAVEMENT WETLAND BOUNDARY PROP MILL AND OVERLAY PAVEMENT 50 FT WETLAND BUFFER WIDTH FHA ELEVATION (BASED ON METHOD 3 DELINEATION) 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 FHA PROP CONCRETE SIDEWALK PROP HEAVY-DUTY CONCRETE PAVEMENT PROP CONCRETE PAVEMENT AS TGH TXL AWS TXL 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 1'17 FHA 37 REV. PER SCD COMMENTS. REV. PER TOWNSHIP 12/10/2025 COMMENTS Callbefore you dig. BLOCK 157 LOT 8.06 FHA FHA 09/17/2025 DRAWN BY CHECKED BY BLOCK 157 LOT 8.02 5 LF 6" PVC PIPE @ 0.50% PROP C/O-230 INV. (IN): 367.07 INV. (OUT): 367.07 369 1 2 COMMENT Know what's

you dig. BLOCK 157 LOT 8.06 FHA FHA 09/17/2025 DRAWN BY CHECKED BY BLOCK 157 LOT 8.02 5 LF 6" PVC PIPE @ 0.50% PROP C/O-230 INV. (IN): 367.07 INV. (OUT): 367.07 369 1 2 COMMENT Know what's below. 10' P A PROP WYE CONNECTION INV. (IN): 366.93 (6") INV. (IN): 366.93 (6") INV. (OUT): 366.93 (6") A FH CE DATE FHA S57 °3 28 LF 6" PVC PIPE @ 0.50% PROP C/O-240 INV. (OUT): 366.96 5 LF 6" PVC PIPE @ 0.50% 28 LF 6" PVC PIPE @ 0.50% PROP C/O-220 INV. (OUT): 367.10 APPROX LOCATION OF EXIST ROOF DRAIN TO REMAIN (TYP) PLA REV FHA BRAN PROP 6" INSPECTION PORT INV. (OUT): 365.92 FHA FHA 30' FR ONT SETB YARD ACK FHA BLOCK 157 LOT 5 N/F LANDS OF DIENER MT. PLEASANT ASSOCIATES LTD D.B. 12518, PG. 3496 FFE: 370.10 369 92.97 "W APPROX LOCATION OF PROP SAWCUT LINE AND PAVEMENT REPAIR STRIP, AS REQUIRED PROP RETAIL SPACE (± 17,245 SF FIRST FLOOR) (± 1,522 SF MEZZANINE) 184 PARKING STALLS FHA N27°0 PROP C/O-250 INV. (IN): 366.79 INV. (OUT): 366.79 NT REVISIONS BLOCK 157 LOT 8.03 10' SIDE YARD SETBACK G:\2023\NJA230139.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-GDUL-NJA230139.00-2A----->LAYOUT: C-402 DRIN FHA 69 LF 6" PERF. PVC PIPE @ 0.20% 172 LF 6" PVC PIPE @ 0.50% 114 LF 6" PERF. PVC PIPE @ 0.20% ASA 101.63' PROP C/O-150 INV. (OUT): 366.67 APPROX LOCATION OF EXIST ROOF DRAIN TO REMAIN (TYP) T PLE FHA PROP 6" INSPECTION PORT INV. (IN): 365.78 INV. (OUT): 365.78 A FH 23'17 10' PARKING SETBACK 43 LF 6" PERF. PVC PIPE @ 0.20% 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 PROP 6" INSPECTION PORT INV. (OUT): 365.90 C 33 LF 6" PERF. PVC PIPE @ 0.20% A FH N88° 30 LF 6" PVC PIPE @ 0.50% PROP 6" INSPECTION PORT INV. (OUT): 365.87 SET BLOCK 157 LOT 2 72 LF 6" PVC PIPE @ 0.50% PROP C/O-180 INV. (OUT):366.16 10 LF 8" PVC PIPE @ 0.50% K BAC S84°16'57"W 109.05' 3 LF 6" PVC PIPE @ 0.50% PROP WYE CONNECTION INV. (IN): 366.14 (6") INV. (IN): 366.14 (6") INV. (OUT): 365.98 (8") 3 LF 6" PVC PIPE @ 0.50% PROP C/O-190 INV. (OUT): 366.04 &C RD FHA PROP C/O-160 INV. (OUT): 366.65 MH-130 PROP MH RIM 368.25 INV IN 364.42 (15")

") INV. (IN): 366.14 (6") INV. (OUT): 365.98 (8") 3 LF 6" PVC PIPE @ 0.50% PROP C/O-190 INV. (OUT): 366.04 &C RD FHA PROP C/O-160 INV. (OUT): 366.65 MH-130 PROP MH RIM 368.25 INV IN 364.42 (15") MH-120 INV OUT 364.42 (15") A-70 &C D APPROX LOCATION OF PROP SAWCUT LINE AND PAVEMENT REPAIR STRIP, AS REQUIRED E YA ' SID FHA FHA ET 368 FHA FHA &C PROP 61 LF 15" HDPE @ 0.40% FHA ET 3 LF 6" PVC PIPE @ 0.50% D D A-70 PROP MH RIM 368.08 INV IN 364.21 (15") MH-130 INV IN 364.21 (15") A-80 INV OUT 364.21 (15") S57°30'47"E ET AR 10' S 10 369 MO UNT 75' RESIDENTIAL BUFFER WIDTH T D SE PROP C/O-170 INV. (OUT): 366.52 369 9 K BAC Y IDE PROP 8" X 6" REDUCER (TYP) 36 °1 N84 "E 6'57 PROP 192 LF 15" HDPE @ 0.40% D PROP 21 LF 15" HDPE PROP WYE CONNECTION @ 1.00% INV. (IN): 366.50 (6") INV. (IN: 366.50 (6") 30' FR ONT PROP 51 LF 15" HDPE YAR INV. (OUT):366.50 (6") D S3E 6T8BA @ 0.40% CK 3 LF 6" PVC PIPE @ 0.50% FHA 107 CK 25 LF 8" PVC PIPE @ 0.50% 55 LF 6" PERF. PVC PIPE @ 0.20% .12' ETB A PROP WYE CONNECTION INV. (IN): 366.02 (6") INV. (IN): 365.85 (8") INV. (OUT): 365.85 (8") MH-120 PROP MH RIM: 368.44 INV. (IN): 365.71 (8") INV. (IN): 365.18 (15") INV. (OUT): 365.18 (15") OS-110 PROP OUTLET STRUCTURE RIM: 368.32 WEIR: 366.95 (4') INV. (IN): 365.60 (6") INV. (OUT): 365.43 (15") DS ET & N28°06'13"E 46.04' YAR 17 LF 8" PVC PIPE @ 0.50% Y 10' SIDE PROP C/O-210 INV. (IN): 365.93 (6") INV. (IN): 365.76 (8") INV. (OUT): 365.76 (8") PROP 6" INSPECTION PORT INV. (IN): 365.67 INV. (OUT): 365.67 Dec 15, 2025 IDE PROP. CONNECTION TO EXIST STM SYSTEM INV. (IN): 364.15 (15") A-80 PROP TYPE B INLET GRT 367.60 INV OUT 364.42 (15") A-70 FHA PLEASA NT VAL LEY WA Y 2'47"E S85°3 BLOCK 157 LOT 11 N29°03'57"E 50.23' 10' S T ARD SE PROP 15 LF 15" HDPE @ 0.40% S78°46'47"E 39.72'(D) 39.66' ET&C BLOCK 157 LOT 1 ' 170.23 ET&C CH N A R H BY RIVER T U O S HWA RA BACK 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

ES, 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 STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, MUST BE

ESTING, 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. 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 SHEET TITLE: THIS PLAN TO BE UTILIZED FOR DRAINAGE AND UTILITIES PURPOSES ONLY. DRAINAGE PLAN REFER TO GENERAL NOTES AND LEGEND SHEET FOR ADDITIONAL NOTES, REFERENCES

E DRAINAGE AND UTILITY NOTES SHEET TITLE: THIS PLAN TO BE UTILIZED FOR DRAINAGE AND UTILITIES PURPOSES ONLY. DRAINAGE PLAN REFER TO GENERAL NOTES AND LEGEND SHEET FOR ADDITIONAL NOTES, REFERENCES AND SPECIFICATIONS. 30 15 7.5 0 SCALE: 1" = 30' SHEET NUMBER: 30 C-402 REVISION 2 - 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