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 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 TPF APPROX LOCATION OF PROP SAWCUT LINE AND PAVEMENT REPAIR STRIP, AS REQUIRED D D D 369 374 373 372 371 370 368 375 369 369 370 FFE: 370.10 NOTE: CONTRACTOR TO VERIFY EXISTING FFE BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF RECORD IMMEDIATELY IF EXISTING FFE IS DIFFERENT THAN SHOWN ON THIS PLAN DS: 370.10 FLUSH G: 369.88 FLUSH G: 369.88 TC: 369.28 G: 368.78 TC: 368.94 G: 368.44 TC: 369.02 G: 368.52 TC: 368.82 G: 368.32 TC: 369.07 G: 368.57 TC: 369.88 G: 369.38 TC: 368.76 G: 368.26 G: 369.55 PROP. ADA PATH OF TRAVEL (TYP) TC: 369.88 G: 369.38 TC: 369.55 G: 369.05 MATCH G: 368.10 MATCH G: 367.99 MATCH G: 367.77 MATCH G: 367.30 TC: 368.74 G: 368.24 TC: 368.32 G: 367.82 TC: 368.12 G: 367.62 TC: 368.50 G: 368.00 TC: 369.18 G: 368.68 TC: 369.26 G: 368.76 TC: 369.72 G: 369.32 TC: 369.70 G: 369.20 MATCH G: 370.00 MATCH G: 369.90MATCH G: 369.80 TC: 369.08 G: 368.58 TC: 372.84 G: 372.34 TC: 373.78 G: 373.28 TC: 375.72 G: 375.22 TC: 369.83 G: 369.33 TC: 369.94 G: 369.44 TC: 371.26 G: 370.76TC: 371.14 G: 370.64 TC: 370.50 G: 370.00 TC: 370.56 G: 370.06 TC: 371.77 G: 371.27 TC: 371.62 G: 371.12 TC: 372.52 G: 372.02 TC: 372.95 G: 372.45 TC: 373.23 G: 372.73 TC: 372.66 G: 372.16 TC: 372.30 G: 371.80TC:

: 370.64 TC: 370.50 G: 370.00 TC: 370.56 G: 370.06 TC: 371.77 G: 371.27 TC: 371.62 G: 371.12 TC: 372.52 G: 372.02 TC: 372.95 G: 372.45 TC: 373.23 G: 372.73 TC: 372.66 G: 372.16 TC: 372.30 G: 371.80TC: 372.02 G: 371.52 TC: 369.57 G: 369.07 TC: 369.61 G: 369.11 MATCH G: 369.60 MATCH G: 369.40 TC: 368.98 G: 368.48 TC: 372.10 G: 371.60 TC: 369.08 G: 368.58 TC: 372.94 G: 372.44 TC: 374.50 G: 374.00 G: 368.25 G: 368.44 MATCH G: 369.40 MATCH G: 369.20MATCH G: 369.55 MATCH G: 369.75 G: 362.57 G: 362.00 G: 378.95 G: 367.83 G: 378.04 G: 362.63 G: 368.82 TC: 369.50 G: 369.00 TC: 370.19 G: 369.69 TC: 371.65 G: 371.15 TC: 369.26 G: 368.76 TC: 369.26 G: 368.76 MATCH G: 371.62 MATCH G: 373.90 MATCH G: 368.48 MATCH G: 367.24 TC: 374.23 G: 373.73 MATCH G: 372.30 MATCH G: 372.56 MATCH G: 368.00 TC: 368.60 G: 368.10 TC: 369.12 G: 368.62 MATCH G: 368.35 TC: 368.50 G: 368.00 TC: 368.63 G: 368.13 TC: 368.34 G: 367.84 TC: 368.58 G: 368.08 TC: 369.06 G: 368.56 TC: 369.11 G: 368.61 DS: 370.10 DS: 370.10 DS: 370.10 DS: 370.10 MATCH G: 367.84 MATCH G: 367.87 MATCH G: 369.90 G: 369.62 G: 370.10 TW:377.62 GH:377.62 GL: 369.62 TW:377.62 GH:377.62 GL: 369.62 TW:378.10 GH:378.10 GL: 370.10 G: 369.55 MATCH G: 370.10 TC: 370.00 G: 369.50 FLUSH G: 369.88 TC: 369.88 G: 369.38 G: 370.10 G: 370.10 G: 369.55 369 G: 370.00 G: 370.09 MATCH G: 370.00 G: 369.91 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 SITE GRADING PURPOSES ONLY. REFER TO GENERAL NOTES AND LEGEND SHEET FOR ADDITIONAL NOTES, REFERENCES AND SPECIFICATIONS. C-401 GRADING 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-401 GRAD 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

ATED 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 GRADING NOTES (Rev. 1/2023) 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 PLANS' SPECIFIC NOTES. ACCESSIBILITY DESIGN GUIDELINES (Rev. 1/2023) 5. ANY WORK PROPOSED IN THE STATE OF NEW JERSEY MUST CONFORM TO THE NJ UNIFORM CONSTRUCTION CODE SUBCHAPTER 7, BARRIER-FREE ACCESS. 8. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE PAVEMENT GRADE UNLESS OTHERWISE NOTED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE ENGINEER OF RECORD APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLING CURBING. 9. THE CONTRACTOR MUST CONFIRM AND ENSURE THAT AS CONSTRUCTED IMPROVEMENTS CREATE THE FOLLOWING MINIMUM SLOPES (EXCEPT WHERE ADA REQUIREMENTS LIMIT THEM): 1.0% ON ALL CONCRETE SURFACES, 1.5% ON ASPHALT SURFACES, 2%

TOR MUST CONFIRM AND ENSURE THAT AS CONSTRUCTED IMPROVEMENTS CREATE THE FOLLOWING MINIMUM SLOPES (EXCEPT WHERE ADA REQUIREMENTS LIMIT THEM): 1.0% ON ALL CONCRETE SURFACES, 1.5% ON ASPHALT SURFACES, 2% IN LANDSCAPED AREAS AND 0.75% SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS TO PROVIDE POSITIVE DRAINAGE. 10. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON THE PLANS, TOP AND BOTTOM OF WALL ELEVATIONS (TW & BW) REPRESENT THE PROPOSED FINISHED GRADE AT THE FACE OF WALL AND DO NOT REPRESENT THE ELEVATION OF THE PROPOSED WALL (INCLUDING THE CAP UNIT OR FOOTING). WALL FOOTINGS/FOUNDATION ELEVATIONS WHICH ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR, MUST BE DETERMINED AND SET BASED UPON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. THE CONTRACTOR MUST ENSURE THAT LICENSED STRUCTURAL ENGINEER DESIGNS ALL WALLS SHOWN HEREON AND THAT PRIOR TO CONSTRUCTION, THE MUNICIPALITY APPROVES ALL SIGNED AND SEALED SHOP DRAWINGS. FURTHER, THE CONTRACTOR MUST ENSURE THAT FENCING, GUIDERAIL, UTILITIES, AND OTHER SITE AMENITIES IN THE VICINITY OF THE RETAINING WALL(S), PROPOSED SCHEMATICALLY IN THESE PLANS, ARE MATERIALLY CONSIDERED AND INCORPORATED INTO THE RETAINING WALL DESIGN (BY OTHERS). 11. THE CONTRACTOR MUST ENSURE THAT THERE ARE NO UTILITIES INSTALLED ON THE PASSIVE SIDE OF THE RETAINING WALL. NO EXCAVATION MAY BE PERFORMED ON THE PASSIVE SIDE OF THE RETAINING WALL WITHOUT APPROPRIATELY AND SAFELY SUPPORTING THE WALL IN ACCORDANCE WITH THE STANDARD OF CARE AND ALL APPLICABLE RULES, REGULATIONS, CODES, ORDINANCES, LAWS AND STATUTES.