12 Site Plans 12 10 2025

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. 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% 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. N46°40'43"E 18.84' ACCESSIBILITY DESIGN

ROPRIATELY AND SAFELY SUPPORTING THE WALL IN ACCORDANCE WITH THE STANDARD OF CARE AND ALL APPLICABLE RULES, REGULATIONS, CODES, ORDINANCES, LAWS AND STATUTES. N46°40'43"E 18.84' ACCESSIBILITY DESIGN GUIDELINES MATCH TC: 368.00 G: 367.60 MATCH TC: 368.08 G: 367.95 5. GRT: 367.60 MATCH G: 367.87 D G: 362.57 368 C N28°06'13"E 46.04' MATCH G: 367.84 G: 369.06 369 368 FHA FHA BLOCK 157 LOT 5 N/F LANDS OF DIENER MT. PLEASANT ASSOCIATES LTD D.B. 12518, PG. 3496 369 FHA FHA FHA FLUSH G: 369.88 S57 °3 ISSUED FOR MUNICIPAL & 1'17 "E AGENCY REVIEW & APPROVAL G: 378.04 FHA TC: 369.26 G: 368.76 TC: 369.18 G: 368.68 TC: 369.83 G: 369.33 TC: 370.50 G: 370.00 TC: 370.19 G: 369.69 FHA A FH TC: 371.14 G: 370.64 TC: 373.23 G: 372.73 TC: 372.10 G: 371.60 0 37 TC: 372.95 G: 372.45 MATCH G: 373.90 372 MATCH G: 372.30 TC: 372.94 G: 372.44 MATCH G: 372.56 TC: 374.50 G: 374.00 373 374 TC: 372.84 G: 372.34 A FH N74°42'17"W 103.59' TC: 374.23 G: 373.73 PROPOSED RETAIL STORE MAP: 87 | BLK: 157 | LOT: 5 457 MOUNT PLEASANT AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY TC: 375.72 G: 375.22 P.O.B. 375 TC: 373.78 G: 373.28 D.B. 12518, PG. 3496 328.07' G: 378.95 TM BOHLER ENGINEERING NJ, LLC FHA "W ' TC: 371.77 G: 371.27 EXISTING BUILDING TO REMAIN FHA 0'33"E 92.97 N78°59'17"W TC: 372.66 G: 372.16 TC: 371.65 G: 371.15 TC: 371.62 G: 371.12 FOR BLOCK 157 LOT 8.01 TC: 372.52 G: 372.02 TC: 371.26 G: 370.76 371 A FH 369 FHA TC: 369.59 G: 369.09 TC: 369.08 G: 368.58 TC: 372.30 G: 371.80 TC: 372.02 G: 371.52 TC: 370.56 G: 370.06 370 A FH TC: 369.32 G: 368.82 A FH PRELIMINARY & FINAL MAJOR SITE PLAN 145.92' MATCH G: 369.60 FHA TC: 369.50 G: 369.00 TC: 369.72 G: 369.32 MATCH G: 368.48 23'17 FHA Y RIV18 E0.R 57' BRAN TC: 369.70 G: 369.20 G: 368.64 TC: 369.94 G: 369.44 369 TC: 368.74 G: 368.24 TC: 368.98 G: 368.48 MATCH G: 370.00 FLUSH G: 369.88 NJA230139.00-2A CRA / TGH TXL 08/14/2025 P-CIVL-GDUL PROJECT: S17°02'23"W MATCH G: 368.35 TC: 368.32 G: 367.82 369 TC: 369.61 G: 369.11 MATCH G: 371.62 TPF AHW A MATCH G: 367.87 TC: 368.12 G: 367.62 TC: 368.50 G: 368.00 CH R TC: 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:

: 369.57 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