23 Site Plan

3CV001B, DATED APRIL 3, 2020, THE SITE, OR A PORTION OF THE SITE LIES IN A FEMA 100-YEAR FLOOD ELEVATION AT ELEVATION 366.9 (NAVD88). 3. AS LOCAL REGULATIONS, LAWS AND ORDINANCES ARE ADOPTED, REVISED, OR UPDATED; INFORMATION ON THIS PLAN IS SUBJECT TO CHANGE. PRIOR TO RELYING ON THE FLOOD HAZARD LINE AND ELEVATION SHOWN ON THIS PLAN, ALL USERS AND ANYONE RELYING ON THIS INFORMATION MUST VERIFY THE INFORMATION SHOWN IS THE MOST CURRENT AVAILABLE. ANY USES OR ACTIVITIES PROPOSED ON SITE SHOULD BE VERIFIED WITH THE APPROPRIATE AGENCY TO ENSURE THAT THE PLANNED USE OR ACTIVITY DOES NOT (A) VIOLATE ANY LAWS, OR (B) REQUIRE AN ADDITIONAL PERMIT. 4. ELEVATIONS SHOWN ARE ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). THE CONVERSION FROM NGVD29 TO NAVD88 IS -0.981 FT. 5. THE WEST BRANCH OF THE RAHWAY RIVER HAS A 50 FT RIPARIAN ZONE. (RIPARIAN TO BE VERIFIED WITH NJDEP) 6. THE FLOOD HAZARD AREA ELEVATIONS ASSOCIATED WITH THE RAHWAY RIVER AT THIS LOCATION ARE FLUVIAL. 7. ON-SITE FHA DESIGN FLOOD ELEVATION - 369.9 (NAVD88), THE FLOOD HAZARD AREA WAS DETERMINED USING METHOD 3 OF THE FLOOD HAZARD CONTROL ACT RULES AND REGULATIONS FOR THE RAHWAY RIVER. 8. THE SUBJECT SITE IS LOCATED IN THE FLUVIAL FLOOD HAZARD AREA OF THE WEST BRANCH OF THE RAHWAY RIVER. THE SITE OVERLAPS THE NEAREST CHANNEL. THE APPLICANT IS PURSUING PERMIT BY RULE AS PART OF THIS PROJECT. THEREFORE NO MODIFICATION OR ADVERSE IMPACTS TO ANY CHANNEL OR RIPARIAN ZONES IS EXPECTED. GAS SERVI&E NOTE (Rev. 1/2020) CONTRACTOR TO LOCATE AND UTILIZE EXISTING GAS SERVICE CONNECTION IF FEASIBLE. OTHERWISE REMOVE EXISTING GAS SERVICE LINE AND CAP AT MAIN IN R/W IN ACCORDANCE W/ LOCAL GAS COMPANY REQUIREMENTS. TERMINATION AT THE MAIN MUST BE APPROVED BY LOCAL GAS COMPANY PRIOR TO COMPLETION. ANY NEW SERVICE IS TO BE COORDINATED AND VERIFIED FOR LOCATION W/ GAS COMPANY. CONTRACTOR SHALL OBTAIN ALL REQUIRED STREET OPENING PERMITS FOR REMOVAL OF EXISTING SERVICE AND INSTALLATION OF NEW SERVICE. SANITARY SE:ER SERVI&E NOTE (Rev. 1/2020) (REVISED 08/25) CONTRACTOR TO LOCATE AND UTILIZE EXISTING SEWER SERVICE CONNECTION IF FEASIBLE. OTHERWISE REMOVE EXISTING SEWER SERVICE LINE CAP AT MAIN WITHIN PROPERTY IN ACCORDANCE W/ LOCAL SEWER AUTHORITY REQUIREMENTS. TERMINATION AT THE MAIN MUST BE APPROVED BY LOCAL SEWER AUTHORITY PRIOR TO COMPLETION. IF EXISTING SEWER SERVICE CAN NOT BE UTILIZED THEN THE NEW SERVICE IS TO

E W/ LOCAL SEWER AUTHORITY REQUIREMENTS. TERMINATION AT THE MAIN MUST BE APPROVED BY LOCAL SEWER AUTHORITY PRIOR TO COMPLETION. IF EXISTING SEWER SERVICE CAN NOT BE UTILIZED THEN THE NEW SERVICE IS TO BE COORDINATED AND VERIFIED FOR LOCATION W/ SEWER AUTHORITY. :ATER SERVI&E NOTE (Rev. 1/2020) CONTRACTOR TO LOCATE AND UTILIZE EXISTING WATER SERVICE CONNECTION IF FEASIBLE. OTHERWISE REMOVE EXISTING WATER SERVICE LINE AND CAP AT MAIN IN R/W IN ACCORDANCE W/ LOCAL WATER COMPANY REQUIREMENTS. TERMINATION AT THE MAIN MUST BE APPROVED BY LOCAL WATER COMPANY PRIOR TO COMPLETION. IF EXISTING WATER SERVICE CAN NOT BE UTILIZED THE NEW SERVICE IS TO BE COORDINATED AND VERIFIED FOR LOCATION W/ WATER COMPANY. CONTRACTOR MUST OBTAIN ALL REQUIRED STREET OPENING PERMITS FOR REMOVAL OF EXISTING SERVICE AND INSTALLATION OF NEW SERVICE.

C-103 GENERAL LEGEND PROPOSED NOTE CURB AND GUTTER SPILL TRANSITION DEPRESSED CURB AND GUTTER TYPICAL NOTE TEXT NEIGHBORING PROPERTY LINE / INTERIOR PARCEL LINE STANDARD DRAWING LEGEND FOR ENTIRE PLAN SET ONSITE PROPERTY LINE / R.O.W. LINE EASEMENT LINE SETBACK LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS BORING BENCHMARK EP SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL GRATE INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT 190CONTOUR LINE SPOT ELEVATIONS 187 LOW LOW LOD LOD LIMIT OF WORK LIMIT OF DISTURBANCE X SAN-100 A-100 C E G OH T W S SL S D WM G GV C/O T E E B- # T- # SAWCUT LINE TC BC 516.00 515.55 FF 517.00 ME 516.00 STANDARD ABBREVIATIONS FOR ENTIRE PLAN SET AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AC ACRE / ACRES AD AREA DRAIN ADA ACCESSIBLE / AMERICANS WITH DISABILITIES ACT AG ABOVE GROUND APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT ASSF AREA SUBJECT TO STORMWATER FLOWAGE ASSOC ASSOCIATION BC BOTTOM OF CURB BF BASEMENT FLOOR BIO BIOGARDEN BIT BITUMINOUS BK BLOCK BL BASELINE BLDG BUILDING BM BENCH MARK BRL BUILDING RESTRICTION LINE BVW BORDERING VEGETATIVE WETLAND CB CATCH BASIN CF CUBIC FEET CI CURB INLET CIT CHANGE IN TYPE CL CENTER LINE CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC CONCRETE CONN CONNECTION COORD COORDINATE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARD DEC DECORATIVE DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION DET DETENTION DIA DIAMETER DMH DRAINAGE MANHOLE DOM DOMESTIC DOT DEPARTMENT OF TRANSPORTATION DP DESIGN POINT DWL DASHED WHITE LINE DYL DOUBLE YELLOW LINE EG EXISTING GRADE ELEC ELECTRIC ELEV ELEVATION EOR ENGINEER OF RECORD EP / EOP EDGE OF PAVEMENT ES / EOS EDGE OF SHOULDER EW END WALL EX EXISTING FDC FIRE DEPARTMENT CONNECTION FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY FES FLARED END SECTION FF FINISH / FIRST FLOOR FFE FINISH / FIRST FLOOR ELEVATION FG FINISH GRADE FH FIRE HYDRANT FM FORCE MAIN FO FIBER OPTIC G GRADE GC GENERAL

MA FEDERAL EMERGENCY MANAGEMENT AGENCY FES FLARED END SECTION FF FINISH / FIRST FLOOR FFE FINISH / FIRST FLOOR ELEVATION FG FINISH GRADE FH FIRE HYDRANT FM FORCE MAIN FO FIBER OPTIC G GRADE GC GENERAL CONTRACTOR GEO GEOTECH/GEOTECHNICAL GF / GFE GARAGE FLOOR ELEVATION (AT DOOR) GFA GROSS FLOOR AREA GH GRADE HIGH (WALL) GL GRADE LOW (WALL) GRT GRATE GT GREASE TRAP GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HOR HORIZONTAL HP HIGH POINT HW HEADWALL ICS INLET CONTROL STRUCTURE INF INFILTRATION INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMIT OF CLEARING LOD LIMIT OF DISTURBANCE LOS LINE OF SIGHT LOW LIMIT OF WORK LP LOW POINT LS LANDSCAPE LSA LANDSCAPE AREA MAX MAXIMUM ME MATCH EXISTING MEP MECHANICAL, ELECTRICAL, AND PLUMBING MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NOAA NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NRCS NATIONAL RESOURCE CONSERVATION SERVICE O&M OPERATIONS AND MAINTENANCE OC ON CENTER OCS OUTLET CONTROL STRUCTURE OGS OIL AND GRIT SEPARATOR ORD ORDINANCE PA / POA POINT OF ANALYSIS PC POINT OF CURVATURE PCCR POINT OF CURVATURE, CURB RETURN PERF PERFORATED PG PROPOSED GRADE PI POINT OF INTERSECTION POG POINT OF GRADE PP POLYPROPYLENE PIPE PROP PROPOSED PT POINT OF TANGENCY PTCR POINT OF TANGENCY, CURB RETURN PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PVT POINT OF VERTICAL TANGENCY R RADIUS / RADII R/W RIGHT-OF-WAY / RIGHTS-OF-WAY RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REGS REGULATIONS RELO TO BE RELOCATED REQ REQUIRED RET RETENTION RET WALL RETAINING WALL RETO TO BE RETURNED TO OWNER RG RAIN GARDEN S SLOPE SAN SANITARY SEWER SESC SOIL EROSION AND SEDIMENT CONTROL SF SQUARE FEET SHLO STATE HIGHWAY LAYOUT SMH SANITARY MANHOLE STA STATION STM STORM WATER / STORM SEWER SWL SINGLE/SOLID WHITE LINE SWPPP STORMWATER POLLUTION PREVENTION PLAN TBA TO BE ABANDONED TBR TO BE REMOVED TBV TO BE VACATED TC TOP OF CURB Tc TIME OF CONCENTRATION TD TRENCH DRAIN TELE TELECOMMUNICATIONS / TELEDATA TPF TREE PROTECTION FENCE TR TO REMAIN TRANS TRANSITION TYP TYPICAL UG UNDERGROUND UP UTILITY POLE USGS UNITED STATES GEOLOGICAL SURVEY VERT VERTICAL VIF VERIFY IN FIELD W WIDE / WIDTH W/L WATER LINE WM WATER METER WQU WATER QUALITY UNIT YD YARD DRAIN # NUMBER #:# SLOPE EXPRESSED IN HORIZONTAL:VERTICAL IN FEET ± PLUS OR MINUS ° DEGREE Ø DIAMETER ' FEET/FOOT " INCHES PROJECT No.: DRAWN BY: CHECKED

WM WATER METER WQU WATER QUALITY UNIT YD YARD DRAIN # NUMBER #:# SLOPE EXPRESSED IN HORIZONTAL:VERTICAL IN FEET ± PLUS OR MINUS ° DEGREE Ø DIAMETER ' FEET/FOOT " INCHES 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-CNDS-NJA230139.00-1A----->LAYOUT: C-103 LGND 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-CNDS 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

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 (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (TO REMAIN) (TO REMAIN) (TO REMAIN) (TO REMAIN) (TO REMAIN) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (TO REMAIN) (TO REMAIN) (TO REMAIN) LIMIT OF EXIST ELECTRICAL LINE TO BE ABANDONED IN PLACE (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) EXIST ELECTRICAL LINE TO BE ABANDONED IN PLACE (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (TO REMAIN) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.)(T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) LIMIT OF EXIST CURB TO BE REMOVED (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (TO REMAIN) (TO REMAIN) (T.B.R.) (T.B.R.) (T.B.R.) (TO REMAIN) LIMIT OF EXIST CURB TO BE REMOVED (TO REMAIN) (TO REMAIN) (TO REMAIN) (T.B.R.) (T.B.R.) (T.B.R.) EXIST ELECTRICAL LINE TO BE ABANDONED IN PLACE (T.B.R.) (TO REMAIN) (TO REMAIN) (TO REMAIN) (TO REMAIN) (TO REMAIN) (TO REMAIN) (TO REMAIN) (T.B.R.) (TO REMAIN) (T.B.R.) (T.B.R.) (T.B.R.) (TO REMAIN)(T.B.R.) (TO REMAIN) LIMIT OF EXIST PAVER WALK TO BE REMOVED (TO REMAIN) (TO REMAIN) (TO REMAIN) (TO REMAIN) (TO REMAIN) (TO REMAIN) (TO REMAIN) (EXIST BOLLARDS TO REMAIN) LIMIT OF EXIST CURB TO BE REMOVED (TO REMAIN) EXIST ELECTRICAL LINE TO BE ABANDONED IN PLACE (T.B.R.) EXIST ELECTRICAL LINE TO BE ABANDONED IN PLACE (TO REMAIN) (TO REMAIN) (TO REMAIN) EXIST ELECTRICAL LINE TO REMAIN. (CONTRACTOR TO VERIFY LOCATION AND CONDITION OF EXISTING ELECTRICAL LINE IN THE FIELD. EXIST WATER LINE TO REMAIN. (CONTRACTOR TO VERIFY LOCATION AND CONDITION OF EXISTING WATER LINE IN THE FIELD) EXIST GAS LINE TO REMAIN.

LOCATION AND CONDITION OF EXISTING ELECTRICAL LINE IN THE FIELD. EXIST WATER LINE TO REMAIN. (CONTRACTOR TO VERIFY LOCATION AND CONDITION OF EXISTING WATER LINE IN THE FIELD) EXIST GAS LINE TO REMAIN. (CONTRACTOR TO VERIFY LOCATION AND CONDITION OF EXISTING GAS LINE IN THE FIELD) (TO REMAIN) LIMIT OF EXIST CONCRETE TO BE REMOVED (TO REMAIN) (TO REMAIN) LIMIT OF EXIST CONCRETE PAVEMENT TO BE REMOVED SOUTH BRANCH RAHWAY RIVER SOUTH BRANCH RAHWAY RIVER EXIST ELECTRICAL LINE TO BE ABANDONED IN PLACE (T.B.R.) (T.B.R.) (TO REMAIN) EXIST WALL TO REMAIN EXIST ELECTRICAL LINE TO BE ABANDONED IN PLACE (TO REMAIN) EXIST ELECTRICAL LINE TO BE ABANDONED IN PLACE LIMIT OF EXIST CURB TO BE REMOVED (T.B.R.) (TO REMAIN)(TO REMAIN) (TO REMAIN) (TO REMAIN) (TO REMAIN) TO REMAIN, CONTRACTOR TO CONFIRM LOCATION OF EXIST MONITORING WELLS AND COORDINATE RELOCATION WITH LSRP AS REQUIRED (TYP) (TO REMAIN) (TO REMAIN) (TO REMAIN) (TO REMAIN) (TO REMAIN) LIMIT OF EXIST CURB TO BE REMOVED LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW 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 30' FRONT YARD SETBACK 30' FRONT YARD SETBACK 10' SIDE YARD SETBACK 10' SIDE YARD SETBACK 10' SIDE YARD SETBACK10' SIDE YARD SETBACK 10' SIDE YARD SETBACK 10' SIDE YARD SETBACK 10' PARKING SETBACK 10' SIDE YARD SETBACK10' PARKING SETBACK 10' PARKING SETBACK 10' SIDE YARD SETBACK 30' FRONT YARD SETBACK 30' REAR YARD SETBACK APPROX LOCATION OF PROP LIMIT OF WORK 50' RESIDENTIAL BUFFER WIDTH 75' RESIDENTIAL BUFFER WIDTH LIMIT OF PROP MILL AND OVERLAY PAVEMENT (TYP) LIMIT OF PROP MILL AND OVERLAY PAVEMENT (TYP) LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD APPROX LOCATION OF PROP LIMIT OF WORK FHA ELEVATION = 369.9 FT BASED ON METHOD 3

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD APPROX LOCATION OF PROP LIMIT OF WORK FHA ELEVATION = 369.9 FT BASED ON METHOD 3 DELINEATION TPF APPROX LOCATION OF PROP SAWCUT LINE AND PAVEMENT REPAIR STRIP, AS REQUIRED CONTRACTOR TO REPAIR EXIST ARROWS AS REQUIRED LOD LOD LOD LIMIT OF DISTURBANCE SF. (28,390 0.65 AC.) APPROX LOCATION OF PROP SAWCUT LINE AND PAVEMENT REPAIR STRIP, AS REQUIRED DEMOLITION ABBREVATIONS ABBREVATION DESCRIPTION (T.B.A.) TO BE ABANDONED (T.B.R.) TO BE REMOVED (T.B.V.) TO BE VACATED (RELO) TO BE RELOCATED 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 TBR = FEATURE TO BE REMOVEDALL EXISTING FEATURES IN R/W ARE TO REMAIN UNLESS OTHERWISE NOTED. REFER TO SOIL EROSION AND SEDIMENT CONTROL PLAN FOR SOIL EROSION NOTES AND MEASURES. THIS PLAN TO BE UTILIZED FOR DEMOLITION PURPOSES ONLY. REFER TO GENERAL NOTES AND LEGEND SHEET FOR ADDITIONAL NOTES, REFERENCES AND SPECIFICATIONS. EXISTING CONDITIONS/ DEMOLITION PLAN C-2010 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-PROP-NJA230139.00-1A----->LAYOUT: C-201 EXDM 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-PROP 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

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 25, 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 ENGINEERT. LAM NEW JERSEY LICENSE No. 47863 NEW YORK LICENSE No. 092942 CONNECTICUT LICENSE No. 30024 PENNSYLVANIA LICENSE No. 76746 DEMOLITION 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. TREE PROTECTION DURING SITE CONSTRUCTION NOT TO SCALE (NJ-O030201 - 08/2023) 6' WOOD OR STEEL FENCE POSTS AT 8' MAXIMUM CENTER TO CENTER (MINIMUM 2' BELOW GRADE). AREA WITHIN THE PROTECTED ROOT ZONE TO REMAIN UNDISTURBED DURING CONSTRUCTION. PROTECTED ROOT ZONE (PRZ) OR CRITICAL ROOT RADIUS (CRR) WOOD & WIRE SNOW FENCE USED AS TREE GUARD TO PREVENT DAMAGE FROM CONSTRUCTION EQUIPMENT. BOARDS WILL NOT BE NAILED TO TREES. 4' HIGH WOOD & WIRE SNOW FENCE W/WOOD STAKES AT A MAXIMUM OF 8' ON CENTER. AS AN OPTION, ORANGE/FLUORESCENT HIGH-DENSITY "VISI-FENCE" OR APPROVED EQUAL CAN BE USED. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW PROTECTED ROOT ZONE (PRZ) OR PROPOSED LIMITS OF DISTURBANCE. AREA OF SITE CONSTRUCTION PLAN ELEVATION PROTECTED ROOT ZONE (PRZ) MEASUREMENT: · USE 1.5 X DBH FOR OLD UNHEALTHY, OR SENSITIVE SPECIES · USE 1.0 X DBH FOR YOUNGER, HEALTHY TOLERANT SPECIES - MEASURE DBH IN INCHES. EXPRESS THE RESULT IN FEET TO GET THE PRZ DIAMETER - DBH = DIAMETER AT BREAST HEIGHT OR 4.5 FEET ABOVE GRADE - FOLLOW THE "STANDARDS FOR TREE PROTECTION DURING CONSTRUCTION" PER THE "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY", CURRENT EDITION. 1

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 ZONE R-2 ZONE B-2 ZONE B-2 ZONE R-5 ZONE B-2 ZONE R-5 SOUTH BRANCH RAHWAY RIVER SOUTH BRANCH RAHWAY RIVER 13 17 9 13 18 18 12 8 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 3'R 5'R 5'R 3'R 3'R 5'R 5'R 3'R5'R 3'R 5'R 10'R 5'R3'R 3'R 3'R 8'R 3'R3'R6'R PROP RETAIL SPACE (± 17,245 SF FIRST FLOOR) (± 1,522 SF MEZZANINE) 187 PARKING STALLS 5'R5'R 5'R 5'R 5'R5'R 5'R 5'R 30' FRONT YARD SETBACK 30' FRONT YARD SETBACK 10' SIDE YARD SETBACK 10' SIDE YARD SETBACK 10' SIDE YARD SETBACK10' SIDE YARD SETBACK 10' SIDE YARD SETBACK 10' SIDE YARD SETBACK 10' PARKING SETBACK 10' SIDE YARD SETBACK10' PARKING SETBACK 10' PARKING SETBACK 10' SIDE YARD SETBACK 30' FRONT YARD SETBACK 30' REAR YARD SETBACK 15' 30'10' APPROX LOCATION OF PROP LIMIT OF WORK 50' RESIDENTIAL BUFFER WIDTH 75' RESIDENTIAL BUFFER WIDTH 430' SIGHT TRIANGLE (45 MPH DESIGN SPEED) 430' SIGHT TRIANGLE (45 MPH DESIGN SPEED) 430' SIGHT TRIANGLE (45 MPH DESIGN SPEED) EXIST UTILITY POLE TO REMAIN ZONE R-2 APPROX LOCATION OF PROP LIMIT OF WORK 142' 18'(TYP) 18'(TYP) 18' (TYP) 12.5'24'(TYP) 24' (MIN) 5' 18' 24' 18' 18' 24' 18'24' 24' 5' 8' 8' 5' 8' 9' (TYP) 7' (TYP) 9' (TYP) 9' (TYP) 18' (TYP) 24' (TYP) 18' (TYP) 18' (TYP) 9' (TYP) 9' (TYP) 9' (TYP) 9' (TYP) 89' 165.1' 11' 20' 10' 24' 24' (TYP) 10.5' 10' 11' 87.6' FHA ELEVATION = 369.9 FT BASED ON METHOD 3 DELINEATION APPROX LOCATION OF PROP SAWCUT LINE AND PAVEMENT REPAIR STRIP, AS REQUIRED 45.4' CONTRACTOR TO REPAIR EXIST ARROWS AS REQUIRED 7.4' 24' 5'R 3'R 3'R 30'R 40'R 5'R 5'R 3'R 3'R 5'R 9' (TYP) 5.2' 16 7'11'9' (TYP) PROP "MAKE-READY" CHARGEPOINT (EXPRESS