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