12 Site Plans 12 10 2025

TO BE REPLACED IN KIND (TYP) 7"E 16'5 FHA PROP LOADING SPACE 40'R D PROP STORM CLEANOUT (TYP) FHA A FH67.5' EXISTING FHA 0'33"E 10 PROP OUTLET STRUCTURE WITH B-INLET 30' TP LEA PROP ± 4 LF OF BELGIAN BLOCK CURB D FHA PLEASA 87.6' D REQUIRED 2 21 STORIES AND NOT EXCEEDING 35' MO UN CK 15' PROP HEAVY-DUTY CONCRETE PAVEMENT FHA 10' PROP 8' HIGH SCREEN WALL (REFER TO ARCH PLANS) PROP STORM MANHOLE (TYP) PROP LANDSCAPE AREAS 5'R 5'R D PROP 10' X 10' TRASH ENCLOSURE ON CONC. PAD 30' F RON T YA RD S ETBA 45.4' N28°06'13"E 46.04' BLOCK 157 LOT 11 N29°03'57"E 50.23' ACK CODE ITEM PROP CONCRETE PAVEMENT 10' ET SET B PROP ±18 LF CONC. CURB 20' YARD S YAR D BULK REQUIREMENTS PROP CONCRETE SIDEWALK FHA PROP 'B' INLET 55' 10' SIDE 10' S IDE DIENER MT PLEASANT ASSOCIATES LTD. 25 MAIN STREET, SUITE 200 HACKENSACK, NJ 07601 PROP MILL AND OVERLAY PAVEMENT PROP HEAVY-DUTY CONCRETE PAVEMENT 10' PARKING SETBACK NT VAL LEY WA Y 7"E 2'4 S85°3 S78°46'47"E 39.72'(D) 39.66' TRADER JOE'S EAST, INC. 160 FEDERAL STREET, FLOOR 12 BOSTON, MA 02111 APPLICANT: PROPERTY OWNER: FHA ELEVATION (BASED ON METHOD 3 DELINEATION) N46°40'43"E 18.84' BLOCK 157 LOT 1 PROP PERVIOUS ASPHALT PAVEMENT 50 FT WETLAND BUFFER WIDTH ZONE B-2 ' CH 170.23 N A R ER 8' HIGH WOODEN HB FENCE TO BE SOUHTWAY RIV REPLACED IN KIND A R K BAC APPLICANT / OWNER INFORMATION WETLAND BOUNDARY ZONE R-5 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 50 FT NJDEP RIPARIAN BUFFER WIDTH SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES S ZONE: B-2 DISTRICT (GENERAL BUSINESS) USE: RETAIL STORE (§ 25 ATTACHMENT 2) PERMITTED BLOCK: 157 | LOT: 5 PROP FULL DEPTH ASPHALT PAVEMENT TOP OF BANK 170.11' W PROPERTY LINE TM SOU RAH T H B R W AY A N C RIVE H R PLACE BROOK E ZONING TABLE HATCH LEGEND LEGEND ITEM REQUIRED EXISTING PROPOSED § 25-12.3 4 1 (E) 2 (E) § 25-12.3 10' X 40' 9.2' X 42.9' (E) 9.2' X 42.9' (E) § 25-8.1 & § 25-12.3.B.2 5' 36.9' 36.9' CODE KEY: (E) EXISTING NONCONFORMITY TO REMAIN, VARIANCE IF REQUIRED (1)

12.3 4 1 (E) 2 (E) § 25-12.3 10' X 40' 9.2' X 42.9' (E) 9.2' X 42.9' (E) § 25-8.1 & § 25-12.3.B.2 5' 36.9' 36.9' CODE KEY: (E) EXISTING NONCONFORMITY TO REMAIN, VARIANCE IF REQUIRED (1) REQUIRED FOR 2,500 - 9,999 SF (§ 25-12.3.A.1.a) (1) ADDITIONAL FOR EACH 10,000 SF (§ 25-12.3.A.1.b) 1 + (30,919 SF - 9,999 SF) / (10,000 SF) = 3.09 SPACES = 4 SPACES THE SITE PLAN IS REMOVING BUILDING SQUARE FOOTAGE AND ADDING PARKING. ONE LOADING SPACE EXISTS AND TWO ARE PROPOSED. GIVEN THAT THE BUILDING AREA IS REDUCED AND AN ADDITIONAL LOADING SPACE IS PROPOSED, THIS IS AN EXISTING NONCONFORMING CONDITION TO REMAIN. A VARIANCE IS REQUESTED BY THE BOARD, IF REQUIRED. NEW JERSEY LICENSE No. 47863 NEW YORK LICENSE No. 092942 CONNECTICUT LICENSE No. 30024 PENNSYLVANIA LICENSE No. 76746 SHEET TITLE: SITE PLAN SHEET NUMBER: C-301 THE SPACE IS ONLY PERMITTED IN THE SIDE OR REAR YARD PROVIDED NO PART OF THE SPACE IS NEARER THAN 5 FT FROM ANY SIDE OR REAR PROPERTY LINE. (§ 25-12.3.B.2) REVISION 2 - 12/10/2025

S52°30'47"E 52.89'(D) 52.77' 60° N46°40'43"E 18.84' S78°46'47"E 39.72'(D) 39.66' 30' F RON T YA RD S ETBA CK 10' SID E YARD FHA FHA FHA FHA E REV DATE 1 09/17/2025 2 COMMENT DRAWN BY CHECKED BY REV. PER SCD COMMENTS. REV. PER TOWNSHIP 12/10/2025 COMMENTS TGH TXL AWS TXL T BLOCK 157 LOT 8.02 FHA 180° BLOCK 157 LOT 11 REVISIONS ° LAC BLOCK 157 LOT 8.03 FHA N27°0 FHA D 120 ° 150 0'33"E FHA A FH67.5' S57°30'47"E 101.63' FHA 100.4 4 ' SETBA CK D ASA N TP 170.11' D PLE Max Kickout 0.266ft 10' PARKING SETBACK PLEASA NT VAL L N28°06'13"E 46.04' MO UNT 2ft D 5.63 K s SET BAC adiu ET 44.599ftMin Radius (Outer Wheel) YAR D ) ody ter B IDE 90° (Ou 10' S Min R EY WAY ' 64ft YARD S 10' SIDE 2'47"E S85°3 170.23 46.6 CH N A R ER HB SOUHTWAY RIV RA BACK 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 TM SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES S 30° W SOU RAH TH BR WAY ANC RIVE H R BROOK PLACE E FHA FHA FHA 50' R E BUFF SIDENTIA L ER W IDTH S12°02'43"W ING SETB A ISSUED FOR MUNICIPAL & 80.1 5' AGENCY REVIEW & APPROVAL EAR THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. YAR D SE TBAC K PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: 53 27.9 ACK A NJA230139.00-2A CRA / TGH TXL 08/14/2025 P-CIVL-PROP 9 E YAR D SETB FHA FHA FH A 12 8 EXISTING BUILDING TO REMAIN A FH PRELIMINARY & FINAL MAJOR SITE PLAN 145.92' FHA 17 BLOCK 157 LOT 8.01 4 A FH 17 13 D.B. 12518, PG. 3496 N74°42'17"W 103.59' 39 41 4 7 PROPOSED RETAIL STORE 73.500ft 8.500ft 13.500ft 1.334ft 8.500ft 6.00s 28.40° MAP: 87 | BLK: 157 | LOT: 5 457 MOUNT PLEASANT AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY 328.07' FHA TM FHA N78°59'17"W FOR Max 70° Horiz Max 10° Vert 4.2 WB-67 (NJ TITLE 39) Overall Length Overall Width Overall Body Height Min Body Ground Clearance Max Track Width Lock-to-lock time Max Steering Angle

A N78°59'17"W FOR Max 70° Horiz Max 10° Vert 4.2 WB-67 (NJ TITLE 39) Overall Length Overall Width Overall Body Height Min Body Ground Clearance Max Track Width Lock-to-lock time Max Steering Angle (Virtual) P.O.B. A FH 23.5 17.4 19.5 3 30' FRONT YARD SETBACK ' 92.97 "W 23'17 N88° 30' R FHA AY R FH 10' SID RAHW SOUT H BR ANCH 0'33"E N27°0 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 PROJECT: BOHLER ENGINEERING NJ, LLC 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 FH A FHA ELEVATION = 369.9 FT BASED ON METHOD 3 DELINEATION Phone: Fax: (908) 668-8300 (908) 754-4401 www.BohlerEngineering.com MOUNT PLEASANT AVENUE NJ CERT. OF AUTHORIZATION NO. 24GA28400600 & MH000122 T. LAM TLE 39) WB-67 (NJ TI HATCH LEGEND LEGEND PROPERTY LINE PROP FULL DEPTH ASPHALT PAVEMENT TOP OF BANK 50 FT NJDEP RIPARIAN BUFFER WIDTH PARKING LEGEND PROFESSIONAL ENGINEER PROP PASSENGER PARKING SPACES NEW JERSEY LICENSE No. 47863 NEW YORK LICENSE No. 092942 CONNECTICUT LICENSE No. 30024 PENNSYLVANIA LICENSE No. 76746 x PROP PERVIOUS ASPHALT PAVEMENT SHEET TITLE: WETLAND BOUNDARY PROP MILL AND OVERLAY PAVEMENT 50 FT WETLAND BUFFER WIDTH FHA ELEVATION (BASED ON METHOD 3 DELINEATION) FHA PROP CONCRETE SIDEWALK PROP HEAVY-DUTY CONCRETE PAVEMENT REFER TO GENERAL NOTES AND LEGEND SHEET FOR ADDITIONAL NOTES, REFERENCES AND SPECIFICATIONS. 30 AS G:\2023\NJA230139.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-PROP-NJA230139.00-2A----->LAYOUT: C-302 TRCK Callbefore you dig. WB-67 (NJ TITLE 39) 17"E 10' SIDE YARD SETBACK 10' PARKING SETBACK SE FHA Dec 15, 2025 ARK FHA RD Turn(s) based upon a design speed of 1.00mph. CK T BA IV18E0.R 57' YA IDE 10' S Title: °31' 10' P CK S84°16'57"W 109.05' BLOCK 157 LOT 2 S57 Know what's below. Vehicle Tracking V24.00.2660(20230214) (c) Autodesk, Inc. www.Autodesk.com Notes: S17°02'23"W ID FHA 30' FR ONT SETB YARD ACK 10' S K B AC S ET BLOCK 157 LOT 8.06 FHA N29°03'57"E 50.23' ° RD E YA FHA N84 E FHA K 17 7" 16'5 BLOCK 157 LOT 5 N/F LANDS OF DIENER MT. PLEASANT ASSOCIATES LTD D.B. 12518, PG. 3496 FHA 16 PROP RETAIL SPACE (± 17,245 SF FIRST FLOOR) (± 1,522 SF MEZZANINE) 184 PARKING STALLS FHA 10' SIDE YARD SETBAC 12 .12' 107 FHA 75' RESIDENTIAL BUFFER WIDTH FHA FHA PROP

518, PG. 3496 FHA 16 PROP RETAIL SPACE (± 17,245 SF FIRST FLOOR) (± 1,522 SF MEZZANINE) 184 PARKING STALLS FHA 10' SIDE YARD SETBAC 12 .12' 107 FHA 75' RESIDENTIAL BUFFER WIDTH FHA FHA PROP CONCRETE PAVEMENT 15 7.5 0 SCALE: 1" = 30' 30 TRUCK TURNING PLAN WB-67 (TITLE 39) SHEET NUMBER: C-302 REVISION 2 - 12/10/2025

TM S52°30'47"E 52.89'(D) 52.77' N46°40'43"E 18.84' IDE YAR D T ARD SE SET BAC K D RON T YA RD S ETBA CK SETBA CK YARD 10' SID E D FHA ' 100.4 4 FHA FHA FHA FHA ASA N S57°30'47"E 101.63' REVISIONS LAC 28.01 3ft E 28.257ftMin Radius (Inner Wheel) REV DATE 1 09/17/2025 2 COMMENT DRAWN BY CHECKED BY REV. PER SCD COMMENTS. REV. PER TOWNSHIP 12/10/2025 COMMENTS TGH TXL AWS TXL BLOCK 157 LOT 8.03 FHA T Max Kickout 0.206ft Vehicle Tracking V24.00.2660(20230214) (c) Autodesk, Inc. www.Autodesk.com Notes: BLOCK 157 LOT 8.02 Title: Turn(s) based upon a design speed of 5.00mph. SU-30 - Single Unit Truck FHA FHA N27°0 0'33"E FHA A FH67.5' 180° 30° D PLE TP 170.11' 10' PARKING SETBACK PLEASA NT VAL L N28°06'13"E 46.04' MO UNT 41.457ftMin Radius (Outer Wheel) 30' F D ° 150 120 10' S ° S78°46'47"E 39.72'(D) 39.66' 90° Y 10' SIDE ' s adiu in R ) 8ftM ody 43.4 uter B (O EY WAY 2'47"E S85°3 170.23 60° CH N A R ER HB SOUHTWAY RIV RA BACK 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 SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES W SOU RAH TH BR WAY ANC RIVE H R BROOK PLACE E BLOCK 157 LOT 11 FHA FHA FHA S12°02'43"W ARK FHA ING 17"E SETB A 5' AGENCY REVIEW & APPROVAL 50' R E BUFF SIDENTIA L ER W IDTH EAR THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. YAR D SE TBAC K PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: 30 FHA AY R FHA ACK 17 A NJA230139.00-2A CRA / TGH TXL 08/14/2025 P-CIVL-PROP 9 E YAR D SETB FHA FHA FH A 12 8 EXISTING BUILDING TO REMAIN A FH PRELIMINARY & FINAL MAJOR SITE PLAN 145.92' FH BLOCK 157 LOT 8.01 FOR 4 A FH 17 13 P.O.B. A FH PROPOSED RETAIL STORE 30.000ft 8.000ft 13.500ft 1.367ft 8.000ft 5.00s 31.80° MAP: 87 | BLK: 157 | LOT: 5 457 MOUNT PLEASANT AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY D.B. 12518, PG. 3496 N74°42'17"W 103.59' 328.07' FHA TM FHA N78°59'17"W 20 SU-30 -

80° MAP: 87 | BLK: 157 | LOT: 5 457 MOUNT PLEASANT AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY D.B. 12518, PG. 3496 N74°42'17"W 103.59' 328.07' FHA TM FHA N78°59'17"W 20 SU-30 - Single Unit Truck Overall Length Overall Width Overall Body Height Min Body Ground Clearance Track Width Lock-to-lock time Max Steering Angle (Virtual) 30' FRONT YARD SETBACK ' 92.97 "W 23'17 N88° 30' R PROJECT: 10' SID RAHW SOUT H BR ANCH 0'33"E N27°0 ISSUED FOR MUNICIPAL & 80.1 10' SIDE YARD SETBACK 10' PARKING SETBACK SE BOHLER ENGINEERING NJ, LLC 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 FH A FHA ELEVATION = 369.9 FT BASED ON METHOD 3 DELINEATION Phone: Fax: (908) 668-8300 (908) 754-4401 www.BohlerEngineering.com MOUNT PLEASANT AVENUE NJ CERT. OF AUTHORIZATION NO. 24GA28400600 & MH000122 T. LAM ck le Unit Tru US -30 - Sing HATCH LEGEND LEGEND PROPERTY LINE PROP FULL DEPTH ASPHALT PAVEMENT TOP OF BANK 50 FT NJDEP RIPARIAN BUFFER WIDTH PARKING LEGEND PROFESSIONAL ENGINEER PROP PASSENGER PARKING SPACES NEW JERSEY LICENSE No. 47863 NEW YORK LICENSE No. 092942 CONNECTICUT LICENSE No. 30024 PENNSYLVANIA LICENSE No. 76746 x PROP PERVIOUS ASPHALT PAVEMENT SHEET TITLE: WETLAND BOUNDARY PROP MILL AND OVERLAY PAVEMENT 50 FT WETLAND BUFFER WIDTH FHA ELEVATION (BASED ON METHOD 3 DELINEATION) FHA PROP CONCRETE SIDEWALK PROP HEAVY-DUTY CONCRETE PAVEMENT REFER TO GENERAL NOTES AND LEGEND SHEET FOR ADDITIONAL NOTES, REFERENCES AND SPECIFICATIONS. 30 AS G:\2023\NJA230139.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-PROP-NJA230139.00-2A----->LAYOUT: C-303 TRCK °31' 10' P FHA Dec 15, 2025 S57 CK T BA IV18E0.R 57' RD S84°16'57"W 109.05' BLOCK 157 LOT 2 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 CK YA IDE 10' S Callbefore you dig. S17°02'23"W ID FHA 30' FR ONT SETB YARD ACK 10' S K B AC S ET Know what's below. BLOCK 157 LOT 8.06 FHA N29°03'57"E 50.23' ° RD E YA FHA N84 E FHA K 17 7" 16'5 BLOCK 157 LOT 5 N/F LANDS OF DIENER MT. PLEASANT ASSOCIATES LTD D.B. 12518, PG. 3496 FHA 16 PROP RETAIL SPACE (± 17,245 SF FIRST FLOOR) (± 1,522 SF MEZZANINE) 184 PARKING STALLS FHA 10' SIDE YARD SETBAC 12 .12' 107 FHA 75' RESIDENTIAL BUFFER WIDTH FHA FHA PROP CONCRETE PAVEMENT 15 7.5 0 SCALE: 1" =

± 17,245 SF FIRST FLOOR) (± 1,522 SF MEZZANINE) 184 PARKING STALLS FHA 10' SIDE YARD SETBAC 12 .12' 107 FHA 75' RESIDENTIAL BUFFER WIDTH FHA FHA PROP CONCRETE PAVEMENT 15 7.5 0 SCALE: 1" = 30' 30 TRUCK TURNING PLAN WB-67 (TITLE 39) SHEET NUMBER: C-303 REVISION 2 - 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: