23 Site Plan

C-902 DETAIL SHEET B 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-902 DETL 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 ENGINEERT. LAM NEW JERSEY LICENSE No. 47863 NEW YORK LICENSE No. 092942 CONNECTICUT LICENSE No. 30024 PENNSYLVANIA LICENSE No. 76746 EXISTING PIPE NOTE: CLEAN & LUBRICATE A-LOK CONNECTOR AND THE PIPE END WHICH WILL BE INSERTED INTO A-LOK PRIOR TO MAKING CONNECTION. 1" MIN (TYP) PROP. PIPE 5 8"5 8" 10°' 10°' CROSS-SECTION SECTION A-A EXISTING INLET PROP. PIPE CONNECTION PROP. SEAL PATCH AND REPAIR WITH NON-SHRINK GROUT PER MANUFACTURER'S RECOMMENDATIONS WALL OF EXISTING INLET TWO SEPARATE COATS OF APPROVED BITUMASTIC WATERPROOFING COMPOUND ONE FOOT BEYOND OPENING IN FIELD CORE DRILLED OPENING TO BE ROUGHENED FIBERGLASS REPAIR SLEEVE A-LOK CONNECTOR, LINKSEAL, OR APPROVED EQUAL, (TYP) AA PIPE TO EXISTING INLET CONNECTION NOT TO SCALE (NJ-U019905 - 08/2023) 1 GRATED ROOF DRAIN CONNECTION VEHICULAR AREAS NOT TO SCALE (NJ-U010305 -

E A-LOK CONNECTOR, LINKSEAL, OR APPROVED EQUAL, (TYP) AA PIPE TO EXISTING INLET CONNECTION NOT TO SCALE (NJ-U019905 - 08/2023) 1 GRATED ROOF DRAIN CONNECTION VEHICULAR AREAS NOT TO SCALE (NJ-U010305 - 10/2023) (MODIFIED 08/2025) 6" 8" 24" PVC TEE WYE (CLEANOUT) COUPLING AS REQUIRED 6" PVC PIPE (SEE PLAN) 4,000 PSI CONCRETE CAMPBELL FND. Co. COVER & CIRCULAR FRAME #4155 OR APPROVED EQUIVALENT NDS 6" DIP ROUND GRATE (PART No. D6) OR APPROVED EQUAL PAVEMENT SECTION (SEE DETAIL) FLOW FLOW GRADE 6" 8" 3/4" CLEAN STONE PROVIDE REDUCER, AS REQUIRED DRAINAGE PIPE (SEE DRAINAGE PLAN FOR MATERIAL AND SIZE INFORMATION) 4 NOTE: 1.THIS DETAIL FOR USE WITH HDPE PIPES ONLY. 2. CLASS I - #5 OR #56 STONE; CLASS II - #57, #6 OR #67 STONE 3. CONTRACTOR TO INSTALL IN ACCORDANCE WITH MANUFACTURE REQUIREMENTS PIPE EMBEDMENT INITIAL BACKFILL HAUNCH ZONE PIPE ZONE 12" MIN. FINAL BACKFILL EXCAVATED TRENCH WIDTH 6" MIN. HAUNCHING BEDDING ASTM. CLASS I OR CLASS II MATERIAL SUITABLE BACKFILL MATERIAL AS APPROVED BY GEOTECHNICAL ENGINEER, COMPACTED TO 95% MOD. PROCTER DENSITY APPROVED COMPACTED SUBGRADE SPRINGLINE 12" MAX. OR PER MANUFACTURER CLASS I OR CLASS II MATERIAL #57 3/4" CLEAN STONE TRENCH CROSS SECTION GRADE GRADE STORM TRENCH FOR HDPE PIPE NOT TO SCALE (NJ-U050201 - 08/2023) 2 S T O R M S E W E R 31 3 4" 1 3 8" 30" 32" 43" NOTES: 1. STANDARD MANHOLE FRAMES & COVERS SHALL BE USED ON ALL MANHOLES NOT LOCATED WITHIN EASEMENTS UNLESS DIRECTED OTHERWISE BY THE ENGINEER OR SEWER AUTHORITY. 2. STANDARD MANHOLE FRAME & COVER SHALL BE CAMPBELL FOUNDRY PATTERN #1012B, OR APPROVED EQUAL, WITH NON-PENETRATING PICK HOLES. 2" RAISED LETTERS (AS REQUIRED BY GOVERNING AUTHORITY) 8" PLAN SECTION STORM MANHOLE FRAME AND COVER NOT TO SCALE (NJ-U010107 - 08/2023) 9 NOTES: 1. THE STORM MANHOLE CONCRETE STRUCTURE MUST BE PRECAST CONCRETE TO MEET A MINIMUM OF HS-25 LOADING. ALL UNITS SHALL BE CONSTRUCTED AND REINFORCED IN ACCORDANCE WITH THE APPROPRIATE ASTM, ACI, AND AASHTO STANDARDS. ALL PRECAST SECTIONS SHALL BE JOINED USING A GASKET AND CEMENT GROUT TO PRODUCE A LEAK-PROOF JOINT. 2. THE INLET FRAME AND GRATE/COVER SHALL BE CAMPBELL FOUNDRY PATTERN NO. 1012D, OR APPROVED EQUAL. 3. ALL PIPES SHALL EXTEND NO MORE THAN 1 INCH INTO THE STRUCTURE. 4. SUITABLE EXCAVATED SOIL MAY BE USED AS BACKFILL IN NON-STRUCTURALLY SUPPORTING AREAS OR AS DIRECTED BY THE MUNICIPAL ENGINEER. AREAS SUPPORTING ANY

LL EXTEND NO MORE THAN 1 INCH INTO THE STRUCTURE. 4. SUITABLE EXCAVATED SOIL MAY BE USED AS BACKFILL IN NON-STRUCTURALLY SUPPORTING AREAS OR AS DIRECTED BY THE MUNICIPAL ENGINEER. AREAS SUPPORTING ANY STRUCTURE SHALL BE BACKFILLED USING DENSE GRADED AGGREGATE OR AS DIRECTED BY THE ENGINEER. 5. THE INSIDE DIAMETER IS A MINIMUM DIMENSION. INSIDE DIAMETER TO BE ADJUSTED AS NECESSARY TO ACCOMMODATE STORM PIPE SIZES AND ALIGNMENT. 12" (TYP.) RUBBER GASKET & CEMENT GROUT AT EACH JOINT IN CONFORMANCE WITH ASTM C-443. FINAL GRADE 30" 15" MAX. 24" VARIES 24" - 48" 6" MIN. CAMPBELL FOUNDRY STANDARD MANHOLE FRAME AND COVER (PATTERN NUMBER 1012D) OR APPROVED EQUIVALENT PRE-CAST GRADE RINGS (3 MAX.) PRE-CAST ECCENTRIC CONE SECTION (FOR MANHOLES OVER 6 FT. DEEP) BACKFILL SHALL BE PROVIDED AT 6" LAYERS OR AS DIRECTED BY THE ENGINEER AND MECHANICALLY COMPACTED TO 95% OF MAXIMUM DRY DENSITY MOD. PROCTOR PRE-CAST RISER SECTIONS (AS-REQUIRED) THE STRUCTURE MUST BE PLACED ON A MINIMUM OF 6 INCHES OF 3/4 INCH CLEAN STONE, SUBJECT TO REVIEW OF SOIL CONDITIONS BY A GEOTECHNICAL ENGINEER UNDISTURBED SOIL POLYPROPYLENE LADDER RUNGS @ 12" O.C. 48" MIN. BENCH SMOOTH CONCRETE CHANNEL, DEPTH EQUAL TO 0.80 TIMES DIAMETER OF PIPE SIZES LESS THAN 18", AND 0.50 TIMES DIAMETER OF PIPE SIZES 18" OR LARGER 2" 2" MIN. 12" MIN. 24" MAX. SLOPE STORM MANHOLE NOT TO SCALE (NJ-U010105 - 08/2023) 10 CLEAN OUT WITH GRATED COVER (SEE CLEAN OUT DETAIL) IN MULCHED LANDSCAPE AREAS USE NDS ATRIUM GRATE, (OR EQUIVALENT) IN SIDEWALK AREAS OR LAWNS USE NDS ROUND CAST IRON GRATE WITH H20 LOADING, (OR APPROVED EQUAL) 6" PVC PIPE PVC TEE BUILDING WALL GRADE REFER TO PLAN FOR SIZE AND LOCATION (TO BE COORDINATED WITH MEP/ARCHITECTURAL PLANS) ATRIUM GRATE CAST IRON GRATE GRATED ROOF DRAIN CONNECTION LANDSCAPE AND PEDESTRIAN AREAS NOT TO SCALE (NJ-U010304 - 01/2024) ROOF DRAIN (COORDINATE LOCATION AND SIZE WITH MEP/ARCHITECTURAL PLANS) PROVIDE REDUCER, AS REQUIRED NOTE: DETAIL NOT APPLICABLE IN VEHICULAR TRAFFIC AREAS 5 GRADE 6" 24" PVC TEE WYE (CLEANOUT) COUPLING AS REQUIRED 4" PVC PIPE 4,000 PSI CONCRETE ON MIN. 95% COMPACTED SUBGRADE CAMPBELL FND. Co. COVER & CIRCULAR FRAME #4155 OR APPROVED EQUIVALENTPVC PLUG PERVIOUS PAVEMENT (SEE PERVIOUS PAVEMENT DETAIL) FLOW UNDERDRAIN (SEE DRAINAGE PLAN) FLOW UNDERDRAIN (SEE DRAINAGE PLAN) INSPECTION PORT FOR PERVIOUS PAVEMENT SURFACES WITH UNDERDRAIN NOT TO SCALE

LUG PERVIOUS PAVEMENT (SEE PERVIOUS PAVEMENT DETAIL) FLOW UNDERDRAIN (SEE DRAINAGE PLAN) FLOW UNDERDRAIN (SEE DRAINAGE PLAN) INSPECTION PORT FOR PERVIOUS PAVEMENT SURFACES WITH UNDERDRAIN NOT TO SCALE (NJ-U019908 - 01/2025) 3/4" CLEAN STONE 6" PROVIDE REDUCER, AS REQUIRED 66 NOTE: 1.THIS DETAIL FOR USE WITH PVC PIPES ONLY. 2. CLASS I - #5 OR #56 STONE; CLASS II - #57, #6 OR #67 STONE 3. CONTRACTOR TO INSTALL IN ACCORDANCE WITH MANUFACTURE REQUIREMENTS PIPE EMBEDMENT INITIAL BACKFILL HAUNCH ZONE PIPE ZONE 12" MIN. FINAL BACKFILL EXCAVATED TRENCH WIDTH 6" MIN. HAUNCHING BEDDING ASTM. CLASS I OR CLASS II MATERIAL SUITABLE BACKFILL MATERIAL AS APPROVED BY GEOTECHNICAL ENGINEER, COMPACTED TO 95% MOD. PROCTER DENSITY APPROVED COMPACTED SUBGRADE SPRINGLINE 12" MAX. OR PER MANUFACTURER CLASS I OR CLASS II MATERIAL #57 3/4" CLEAN STONE TRENCH CROSS SECTION GRADE GRADE STORM TRENCH FOR PVC PIPE NOT TO SCALE (NJ-U050201 - 08/2023) 7 GENERAL INLET NOTES 1. INLETS SHALL MEET H-25 LOADING. 2. INLETS MAY BE CONSTRUCTED OF BRICK, CONCRETE SOLID, CONCRETE BLOCK OR PRECAST CONCRETE. WALLS SHALL BE 8 INCHES THICK IF BRICK AND 6 INCHES THICK IF CONCRETE, CONCRETE BLOCK OR PRECAST CONCRETE. INLET FOUNDATIONS AND INVERTS SHALL BE CLASS B CONCRETE. 3. CORBELLING OF INLET WALLS WILL BE PERMITTED AT THE RATE OF ½ INCH PER 8 INCHES OF HEIGHT; MAXIMUM CORBEL 6 INCHES PER WALL. 4. EXCEPT FOR INLETS TYPE A AND C, FOUNDATIONS AND INVERTS SHALL BE CONSTRUCTED IN TWO STAGES, AND THE BOTTOM OF THE FOOTINGS SHALL BE 8 INCHES BELOW THE OUTER WALL OF THE LOWEST PIPE IN THE INLET. 5. WHEN THE DEPTH OF AN INLET THAT IS NOT PRECAST EXCEEDS 10 FEET AS MEASURED FROM TOP OF GRATE TO INVERT, WALLS BELOW A DEPTH OF 8 FEET SHALL BE 12 INCHES THICK AND THE DEPTH OF FOUNDATION INCREASED TO 12 INCHES. WHEN ROCK IS ENCOUNTERED, THE DEPTH OF THE FOUNDATIONS SHALL NOT BE INCREASED. 6. INLET FOUNDATIONS WHICH ARE PRECAST SHALL BE PLACED ON A 6 INCH THICK BED OF COMPACTED COARSE AGGREGATE SIZE NO. 57. THE COARSE AGGREGATE SHALL EXTEND 6 INCHES BEYOND THE HORIZONTAL LIMITS OF THE INLET FOUNDATION. 7. CASTINGS FOR PRECAST INLETS SHALL BE ADJUSTED TO GRADE WITH COURSES OF BRICK, AS REQUIRED, 12 INCHES MAXIMUM. 8. WHEN THE DEPTH OF A PRECAST INLET EXCEEDS 10 FEET AS MEASURED FROM TOP OF GRATE TO INVERT, THE FOUNDATION SHALL BE INCREASED TO 12 INCHES. WHEN ROCK IS ENCOUNTERED, THE DEPTH OF THE FOUNDATION SHALL NOT

EN THE DEPTH OF A PRECAST INLET EXCEEDS 10 FEET AS MEASURED FROM TOP OF GRATE TO INVERT, THE FOUNDATION SHALL BE INCREASED TO 12 INCHES. WHEN ROCK IS ENCOUNTERED, THE DEPTH OF THE FOUNDATION SHALL NOT BE INCREASED. 9. MINIMUM WALL REINFORCEMENT FOR PRECAST INLETS TYPES A, B, C, E, D-1, AND B MODIFIED: DEPTH BELOW HORIZONTAL VERTICAL WALL TOP OF GRATE REINF. REINF. THK. 0’ TO 10’-0” #4 @ 10” C.C. #4 @ 18” C.C. 6” 10’-1” TO 15’-0” #4 @ 8” C.C. #4 @ 18” C.C. 6” 15’-1” TO 20’-0” #4 @ 6” C.C. #4 @ 18” C.C. 6” REINFORCING SHOWN FOR PRECAST INLETS IS THE MINIMUM REQUIRED. ADDITIONAL REINFORCING FOR HANDLING IS THE RESPONSIBILITY OF THE CONTRACTOR. ALTERNATE REINFORCEMENT DEPTH BELOW TOP OF GRATE 0’ TO 10’-0” WWF 3X6 W6 WIRES SPACED AT 3” TO RUN HORIZONTAL IN ALL CASES. 10’1” TO 15’-0” WWF 3X6 W6 ADD #10 BAR @ 18” HORIZONTAL. 15’1” TO 20’-0” WWF 3X6 ADD #10 BAR @ 9” HORIZONTAL OR ADD #13 BAR AT 15” HORIZONTAL. 10. ALL INLETS AND MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND ITS AMENDMENTS. 11. FOR CAST IRON CLASS 30 B ONLY. ANY OTHER CLASS OF CAST IRON OR TYPE OF MATERIAL MUST BE ON THE BUREAU OF MATERIALS APPROVED PRODUCTS LIST OR NEW TECHNOLOGIES AND PRODUCTS APPROVED PRODUCTS LIST. 12. ALL PIPES SHALL EXTEND NO MORE THAN 1 INCH INTO THE STRUCTURE. 13. A 2500 PSI MIN. CONCRETE PIPE FLOW CHANNEL SHALL BE INSTALLED IN THE STRUCTURE BOTTOM, AFTER ALL THE PIPES ARE INSTALLED, OR THE FLOW CHANNELS CAN BE PRECAST WITH THE BASE. 14. INSIDE DIMENSIONS OF STRUCTURES ARE NOMINAL AND ARE SUBJECT TO MODIFICATION BY PRE CASTER AS NECESSARY TO ACCOMMODATE ACTUAL PIPE SIZES AND ALIGNMENT. STRUCTURES LARGER THAN THAT SHOWN SHALL HAVE A SLAB TOP WHICH SHALL MEET THE SAME LOADING REQUIREMENTS AS THE FRAME. GENERAL INLET NOTES NOT TO SCALE (NJ-U010201 - 07/2023) 8 NOTES: 1. STEPS SHALL BE POLYPROPYLENE WITH 12" ASTM A-615 STEEL REINFORCEMENT MIN. 3" INBEDMENT IN ACCORDANCE WITH ASTM C-478 AND O.S.H.A. STANDARDS. 2. ALL MANHOLE STEPS TO MEET OR EXCEED ASTM AND O.S.H.A. REQUIREMENTS. 3. FOR ROADWAY LOCATIONS STEPS SHALL BE ORIENTED TO ALLOW VIEWING OF ONCOMING TRAFFIC WHEN EXITING STRUCTURE. 1'1' 1 3 4 " 6" PROJECTION 10" 7/8" 7/8" 3/4" MANHOLE POLYPROPYLENE LADDER RUNG NOT TO SCALE (NJ-U990101 - 08/2023) 3 ELECTRIC VEHICLE CHARGING STATION DETAIL NOT TO SCALE (SOURCE: CHARGEPOINT) 11 ELECTRIC VEHICLE

6" PROJECTION 10" 7/8" 7/8" 3/4" MANHOLE POLYPROPYLENE LADDER RUNG NOT TO SCALE (NJ-U990101 - 08/2023) 3 ELECTRIC VEHICLE CHARGING STATION DETAIL NOT TO SCALE (SOURCE: CHARGEPOINT) 11 ELECTRIC VEHICLE CHARGING PARKING STRIPING AND SIGNAGE (SYMBOL ONLY) NOT TO SCALE (BE-S050202 - 04/2024) REFER TO PLAN 5' MIN AISLE11' 18' PROP ELECTRIC VEHICLE SIGN WITH ACCESSIBLE PLACARD PROP ELECTRIC VEHICLE SYMBOL DIMENSIONS: ±33" (H) X ±36" (W) COLOR: GREEN 4" WIDE GREEN PAINTED STRIPE STANDARD STALL PROP ELECTRIC VEHICLE SIGN ACCESSIBLE STALL REFER TO PLAN 12" 18" RESERVED PARKING ONLY E V GREEN LETTERING ON WHITE BACKGROUND BLUE & WHITE SYMBOL DESIGNED FOR ACCESSIBILITY USE LAST BLUE LETTERING ON WHITE BACKGROUND OR DESIGNED FOR ACCESSIBILITY 12" 6" BLUE LETTERING ON WHITE BACKGROUND 12" 6" ELECTRIC VEHICLE SIGN USE LAST PLACARD DESIGNED FOR ACCESSIBILITY PLACARD NOTES: 1. THE LAYOUT AND NUMBER OF PARKING SPACES VARIES. REFER TO PLAN FOR LOCATION AND CONFIGURATION. 2. STALL DIMENSIONS ARE MEASURED TO THE CENTERLINE OF THE PAINTED STRIPE. 3. REFER TO PLAN FOR EV EQUIPMENT PLACEMENT AND PROTECTION. 4. THE LOWEST SIGN SHALL BE MOUNTED APPROXIMATELY 60" ABOVE THE PARKING LOT OR SIDEWALK SURFACE WHEN SIGN IS PARALLEL TO SIDEWALK AND APPROXIMATELY 84" ABOVE THE PARKING LOT OR SIDEWALK WHEN THE SIGN IS PERPENDICULAR TO THE SIDEWALK OR IN AN AREA OF PEDESTRIAN CIRCULATION. 12

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 ZELKOVA ZELKOVA ZELKOVA ZELKOVA ZELKOVA 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 EXISTING BUILDING TO REMAIN PROP RETAIL SPACE (± 17,245 SF FIRST FLOOR) (± 1,522 SF MEZZANINE) 187 PARKING STALLS 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' 50' RESIDENTIAL BUFFER WIDTH 75' RESIDENTIAL BUFFER WIDTH ZONE R-2 DuuB DunC FHA ELEVATION = 369.9 FT BASED ON METHOD 3 DELINEATION TPF 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 REFER TO GENERAL NOTES AND LEGEND SHEET FOR ADDITIONAL NOTES, REFERENCES AND SPECIFICATIONS. TREE REMOVAL PLAN L-1010 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-TREM-NJA230139.00-1A----->LAYOUT: L-101 TREM 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

00-1A----->LAYOUT: L-101 TREM 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-TREM 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 ENGINEERT. LAM NEW JERSEY LICENSE No. 47863 NEW YORK LICENSE No. 092942 CONNECTICUT LICENSE No. 30024 PENNSYLVANIA LICENSE No. 76746 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

OSED 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 THIS PLAN TO BE UTILIZED FOR TREE REMOVAL & REPLACEMENT PURPOSES ONLY. NOTED TREE SPECIES WERE OBSERVED PER A SITE VISIT CONDUCTED BY BOHLER ON 07/29/2025. REFER TO THE LANDSCAPE PLAN FOR PROPOSED TREE LOCATIONS. SPECIES LIST CATALPA CRABAPPLE LOCUST NORWAY MAPLE SILVER MAPLE* TREE OF HEAVEN* WEEPING WILLOW ZELKOVA* * NOTES A DOMINANT SPECIES OBSERVED ON SITE TREE REMOVAL CALCULATIONS (§28-8 TREE REPLACEMENT) DIAMETER OF TREE REMOVED (INCHES DBH) TREES TO BE REMOVED TREE REPLACEMENT REQUIREMENT REPLACEMENT TREES REQUIRED (4" CAL.) REPLACEMENT TREES PROVIDED < 4 TO 6 0 1 TREE @2.5 CAL. 0 0 6 TO 13 5 2 TREES @ 2.5" CAL. OR 4 TREES @ 4" CAL. 10 10 13 TO 22 0 3 TREES @ 2.5" CAL. OR 6 TREES @ 4" CAL. 0 0 23 TO 32 0 4 TREES @ 2.5" CAL. OR 8 TREES @ 4" CAL. 0 0 OVER 33 0 5 TREES @ 2.5" CAL. OR 10 TREES @ 4" CAL. 0 0 TOTAL: 10 TOTAL TREES TO BE REMOVED: 5 TREES TOTAL REQUIRED REPLACEMENT TREES @4 INCH CALIPER: 10 TOTAL PROPOSED REPLACEMENT TREES: 10 TREES TREE REMOVAL SPECIFICATIONS (L010004 - 06/2012) ALL STUMPS AND OTHER TREE PARTS, LITTER, BRUSH, WEEDS, EXCESS OR SCRAP BUILDING MATERIALS, OR OTHER DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION AND ENERGY REGULATIONS. NO TREE STUMPS, PORTIONS OF TREE TRUNKS OR LIMBS SHALL BE BURIED ANYWHERE IN THE DEVELOPMENT. ALL DEAD OR DYING TREES, STANDING OR FALLEN, SHALL BE REMOVED FROM THE SITE, UNLESS THEY ARE WITHIN A WOODED AREA. IF TREES AND LIMBS ARE REDUCED TO CHIPS, THEY MAY BE SUBJECT TO APPROVAL BY THE APPROPRIATE TOWNSHIP OFFICIALS IN ORDER TO BE UTILIZED AS MULCH WITHIN LANDSCAPE AREAS. SHOULD TOWNSHIP APPROVAL NOT BE REQUIRED, THE CHIPS STILL MUST BE TREATED WITH A HIGH NITROGEN, LIQUID FERTILIZER AND/OR ALLOWED TO AGE PRIOR TO BEING USED WITHIN A PLANTING BED AREA. EXISTING TREELINE TO REMAIN TREE REMOVAL .EY LIMIT OF DISTURBANCE LOD LOD

MUST BE TREATED WITH A HIGH NITROGEN, LIQUID FERTILIZER AND/OR ALLOWED TO AGE PRIOR TO BEING USED WITHIN A PLANTING BED AREA. EXISTING TREELINE TO REMAIN TREE REMOVAL .EY LIMIT OF DISTURBANCE LOD LOD LOD EXISTING DECIDUOUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO BE REMOVED COMPLIANCE CHART SECTION REQUIREMENT CALCULATIONS COMPLIANCE CHAPTER 28. ENVIRONMENTAL PROTECTION ARTICLE I. TREE PROTECTION, REMOVAL, AND REPLACEMENT E. DEVELOPMENT APPLICATIONS PRESERVE FIFTY (50%) PERCENT OF THE TREE CANOPY ON EACH DEVELOPED LOT, AND SEVENTY (70%) PERCENT ON ANY UNDEVELOPED LOT. A TOTAL OF (5) PARKLING LOT TREES ARE PROPOSED TO BE REMOVED. ALL OTHER TREES ON-SITE ARE PROPOSED TO REMAIN INCLUDING 6 PARKING LOT/STREET TREES AND EXISTING WOODED AREA ALONG THE SOUTH BRANCH RAHWAY RIVER. COMPLIES COMPLY WITH ALL PROHIBITIONS AND PROCEDURES LISTED IN THIS ARTICLE INCLUDING BUT NOT LIMITED TO, PROVIDING THE TOWNSHIP FORESTER AND LAND USE BOARD WITH A REPORT FROM A QUALIFIED TREE EXPERT OUTLINING THE REASONS STATED FOR THE REMOVAL OF TREE(S) ON THE LOT, A TREE REPLACEMENT PLAN, AND RESPONSE FROM THE TOWNSHIP FORESTER OUTLINING THEIR APPROVAL OR DISAPPROVAL OF THE TREE REMOVAL APPLICATION. FIVE (5) PARKING LOT TREES ARE PROPOSED FOR REMOVAL TO FACILITATE THE RECONSTRUCTION OF THE EXISTING PARKING LOT. DUE TO LAND DISTURBANCE AND GRADING, PRESERVATION OF THESE TREES IS NOT PRACTICABLE. A WRITTEN REPORT BY A QUALIFIED TREE EXPERT WILL BE PROVIDED TO THE FORESTER AND LAND USE BOARD AS A CONDITION OF APPROVAL. WIILL COMPLY INSTALL PROTECTIVE FENCING AROUND THE REMAINING TREES AND ENSURE THE PROVISIONS OF SECTION 28-4C ARE COMPLIED WITH. TREE PROTECTION FENCING HAS BEEN PROPOSED. COMPLIES OBTAIN A WRITTEN REPORT INDICATING THAT THE TOWNSHIP ENGINEER OR HIS/HER DESIGNEE(S) HAS INSPECTED THE SITE AND CERTIFIED THAT ALL SOIL EROSION AND SEDIMENT CONTROLS AND STORMWATER RUNOFF CONTROLS REQUIRED BY THIS ARTICLE AND APPLICABLE LAWS HAVE BEEN INSTALLED AND COMPLETED. APPLICANT TO PROVIDE WRITTEN REPORT AS REQUIRED. AS A CONDITION OF APPROVAL. WILL COMPLY SPECIFY THAT NO TREES MAY BE REMOVED UNTIL AFTER INSTALLATION OF STORMWATER RUNOFF CONTROLS NO TREE REMOVAL SHALL TAKE PLACE UNTIL REQUIRED CONTROLS ARE INSTALLED. WILL COMPLY PROVIDE WRITTEN NOTICE TO THE TOWNSHIP FORESTER AND THE LAND USE BOARD NOT LESS THAN FOURTEEN (14) DAYS BEFORE ANY PLANNED TREE REMOVAL. APPLICANT SHALL PROVIDE