12 Site Plans 12 10 2025

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. PIPE ZONE 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. 6" MIN. 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 BE INCREASED. 9. MINIMUM WALL REINFORCEMENT FOR PRECAST INLETS TYPES A, B, C, E, D-1, AND B MODIFIED: 1' FINAL BACKFILL EXISTING PIPE 10°' 10°' PROP. SEAL 5 8" PROP. PIPE 5 TWO SEPARATE COATS OF APPROVED BITUMASTIC WATERPROOFING COMPOUND ONE FOOT BEYOND OPENING IN FIELD 8" HAUNCH ZONE CLASS I OR CLASS II MATERIAL HAUNCHING #57 3/4" CLEAN STONE (NJ-U019905 - 08/2023) NOT TO SCALE (NJ-U050201 - 08/2023) NOT TO SCALE EXCAVATED TRENCH WIDTH 6" 24" ATRIUM GRATE 4" PVC PIPE 3/4" CLEAN STONE 4,000 PSI CONCRETE ON MIN. 95% COMPACTED SUBGRADE 4,000 PSI CONCRETE PVC TEE 6" PVC PIPE 1 3 8" 30" UNDERDRAIN (SEE DRAINAGE PLAN) NOT TO SCALE (NJ-U010305 - 10/2023) (MODIFIED 08/2025) NOT TO SCALE SECTION 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 &

ECTION 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. 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. 6" MIN. UNDERDRAIN (SEE DRAINAGE PLAN) 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 TRENCH CROSS SECTION APPROVED COMPACTED SUBGRADE 6 INSPECTION PORT FOR PERVIOUS PAVEMENT SURFACES WITH UNDERDRAIN NOT TO SCALE 7 (NJ-U019908 - 01/2025) ISSUED FOR MUNICIPAL & STORM TRENCH FOR PVC PIPE NOT TO SCALE 8 GENERAL INLET NOTES (NJ-U050201 - 08/2023) 9 NOT TO SCALE AGENCY REVIEW & APPROVAL STORM MANHOLE FRAME AND COVER (NJ-U010201 - 07/2023) NOT TO SCALE (NJ-U010107 - 08/2023) PROP ELECTRIC VEHICLE SIGN RESERVED PARKING 18' PRE-CAST GRADE RINGS (3 MAX.) 30" PRE-CAST ECCENTRIC CONE SECTION (FOR MANHOLES OVER 6 FT. DEEP) 24" - 48" GREEN LETTERING ON WHITE BACKGROUND E V BLUE & WHITE SYMBOL ONLY NJA230139.00-2A CRA / TGH TXL 08/14/2025 P-CIVL-CNDS PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN FOR ELECTRIC VEHICLE SIGN 12" BACKFILL SHALL BE PROVIDED AT 6" LAYERS OR AS DIRECTED BY THE ENGINEER AND MECHANICALLY COMPACTED TO 95% OF MAXIMUM DRY DENSITY MOD. PROCTOR VARIES 48" MIN. 12" MIN. 24" MAX. 2" BENCH 24" SLOPE 2" MIN. 11' 5' MIN AISLE REFER TO PLAN 4" WIDE GREEN PAINTED STRIPE 6" STANDARD STALL ACCESSIBLE STALL PRE-CAST RISER SECTIONS (AS-REQUIRED) 1. RUBBER GASKET & CEMENT GROUT AT EACH JOINT IN CONFORMANCE WITH ASTM C-443. 3. 4. 2. 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 DESIGNED FOR ACCESSIBILITY BLUE LETTERING ON WHITE BACKGROUND 12" DESIGNED FOR ACCESSIBILITY BLUE LETTERING ON WHITE BACKGROUND MAP: 87 | BLK: 157 | LOT: 5 457 MOUNT PLEASANT AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY DESIGNED FOR ACCESSIBILITY PLACARD ELECTRIC VEHICLE CHARGING

LUE LETTERING ON WHITE BACKGROUND MAP: 87 | BLK: 157 | LOT: 5 457 MOUNT PLEASANT AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY DESIGNED FOR ACCESSIBILITY PLACARD ELECTRIC VEHICLE CHARGING PARKING STRIPING AND SIGNAGE (SYMBOL ONLY) NOT TO SCALE TM BOHLER ENGINEERING NJ, LLC (BE-S050202 - 04/2024) 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone: Fax: 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 6" MIN. PROPOSED RETAIL STORE OR THE LAYOUT AND NUMBER OF PARKING SPACES VARIES. REFER TO PLAN FOR LOCATION AND CONFIGURATION. STALL DIMENSIONS ARE MEASURED TO THE CENTERLINE OF THE PAINTED STRIPE. REFER TO PLAN FOR EV EQUIPMENT PLACEMENT AND PROTECTION. 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 USE LAST USE LAST PLACARD NOTES: 6" 12" (TYP.) POLYPROPYLENE LADDER RUNGS @ 12" O.C. (908) 668-8300 (908) 754-4401 www.BohlerEngineering.com NJ CERT. OF AUTHORIZATION NO. 24GA28400600 & MH000122 T. LAM UNDISTURBED SOIL PROFESSIONAL ENGINEER 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 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. NEW JERSEY LICENSE No. 47863 NEW YORK LICENSE No. 092942 CONNECTICUT LICENSE No. 30024 PENNSYLVANIA LICENSE No. 76746 SHEET TITLE: DETAIL SHEET B SHEET NUMBER: C-902 AS G:\2023\NJA230139.00\CAD\DRAWINGS\PLAN SETS\CIVIL

. 47863 NEW YORK LICENSE No. 092942 CONNECTICUT LICENSE No. 30024 PENNSYLVANIA LICENSE No. 76746 SHEET TITLE: DETAIL SHEET B SHEET NUMBER: C-902 AS G:\2023\NJA230139.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-CNDS-NJA230139.00-2A----->LAYOUT: C-902 DETL PROP ELECTRIC VEHICLE SYMBOL DIMENSIONS: ±33" (H) X ±36" (W) COLOR: GREEN 18" REFER TO PLAN FINAL GRADE THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: 12" CAMPBELL FOUNDRY STANDARD MANHOLE FRAME AND COVER (PATTERN NUMBER 1012D) OR APPROVED EQUIVALENT Dec 15, 2025 TGH TXL AWS TXL 43" PROP ELECTRIC VEHICLE SIGN WITH ACCESSIBLE PLACARD 15" MAX. REV. PER SCD COMMENTS. REV. PER TOWNSHIP 12/10/2025 COMMENTS 32" 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 (NJ-U010304 - 01/2024) DRAWN BY CHECKED BY Callbefore you dig. REFER TO PLAN FOR SIZE AND LOCATION (TO BE COORDINATED WITH MEP/ARCHITECTURAL PLANS) GRATED ROOF DRAIN CONNECTION 5 LANDSCAPE AND PEDESTRIAN AREAS 09/17/2025 2 COMMENT FLOW DRAINAGE PIPE (SEE DRAINAGE PLAN FOR MATERIAL AND SIZE INFORMATION) GRATED ROOF DRAIN CONNECTION VEHICULAR AREAS 1 8" PVC TEE WYE (CLEANOUT) FLOW DATE Know what's below. FLOW NOTE: DETAIL NOT APPLICABLE IN VEHICULAR TRAFFIC AREAS REV PVC TEE WYE (CLEANOUT) COUPLING AS REQUIRED FLOW 4 PIPE ZONE CLASS I OR CLASS II MATERIAL #57 3/4" CLEAN STONE REVISIONS 31 3 4" 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. 12" MAX. OR PER MANUFACTURER BEDDING ROOF DRAIN (COORDINATE LOCATION AND SIZE WITH MEP/ARCHITECTURAL PLANS) PROVIDE REDUCER, AS REQUIRED 6" PVC PIPE (SEE PLAN) PROVIDE REDUCER, AS REQUIRED PLAN WALL THK. 6” 6” 6” 12. ALL PIPES SHALL EXTEND NO MORE THAN 1 INCH INTO THE STRUCTURE. SPRINGLINE HAUNCHING 2" RAISED LETTERS (AS REQUIRED BY GOVERNING AUTHORITY) 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"

. 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" MIN. HAUNCH ZONE E W E 10. ALL INLETS AND MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND ITS AMENDMENTS. ASTM. CLASS I OR CLASS II MATERIAL INITIAL BACKFILL 6" COUPLING AS REQUIRED 6" GRADE SUITABLE BACKFILL MATERIAL AS APPROVED BY GEOTECHNICAL ENGINEER, COMPACTED TO 95% MOD. PROCTER DENSITY PERVIOUS PAVEMENT (SEE PERVIOUS PAVEMENT DETAIL) VERTICAL REINF. #4 @ 18” C.C. #4 @ 18” C.C. #4 @ 18” C.C. 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. (NJ-U990101 - 08/2023) GRADE HORIZONTAL REINF. #4 @ 10” C.C. #4 @ 8” C.C. #4 @ 6” C.C. O R T REINFORCING SHOWN FOR PRECAST INLETS IS THE MINIMUM REQUIRED. ADDITIONAL REINFORCING FOR HANDLING IS THE RESPONSIBILITY OF THE CONTRACTOR. FINAL BACKFILL 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) GRADE PROVIDE REDUCER, AS REQUIRED 3 CAST IRON GRATE 8" 24" MANHOLE POLYPROPYLENE LADDER RUNG GRADE PAVEMENT SECTION (SEE DETAIL) 6" DEPTH BELOW TOP OF GRATE 0’ TO 10’-0” 10’-1” TO 15’-0” 15’-1” TO 20’-0” CAMPBELL FND. Co. COVER & CIRCULAR FRAME #4155 OR APPROVED EQUIVALENT PVC PLUG GRADE 3/4" CLEAN STONE 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. APPROVED COMPACTED SUBGRADE STORM TRENCH FOR HDPE PIPE 2 NDS 6" DIP ROUND GRATE (PART No. D6) OR APPROVED EQUAL 8" 12" MAX. OR PER MANUFACTURER 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

" 12" MAX. OR PER MANUFACTURER 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 NOT TO SCALE BUILDING WALL 7/8" 7/8" SPRINGLINE TRENCH CROSS SECTION PIPE TO EXISTING INLET CONNECTION CAMPBELL FND. Co. COVER & CIRCULAR FRAME #4155 OR APPROVED EQUIVALENT 3/4" 12" MIN. BEDDING NOTE: CLEAN & LUBRICATE A-LOK CONNECTOR AND THE PIPE END WHICH WILL BE INSERTED INTO A-LOK PRIOR TO MAKING CONNECTION. 1 6 SECTION A-A CROSS-SECTION N S PATCH AND REPAIR WITH NON-SHRINK GROUT PER MANUFACTURER'S RECOMMENDATIONS ASTM. CLASS I OR CLASS II MATERIAL PIPE EMBEDMENT PROP. PIPE CONNECTION IO CT JE O R "P M A-LOK CONNECTOR, LINKSEAL, OR APPROVED EQUAL, (TYP) PIPE EMBEDMENT EXISTING INLET 4" R 1" MIN (TYP) INITIAL BACKFILL A 13 1' S CORE DRILLED OPENING TO BE ROUGHENED 10" SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES 1. SUITABLE BACKFILL MATERIAL AS APPROVED BY GEOTECHNICAL ENGINEER, COMPACTED TO 95% MOD. PROCTER DENSITY WALL OF EXISTING INLET A 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 GENERAL INLET NOTES GRADE GRADE FIBERGLASS REPAIR SLEEVE TM EXCAVATED TRENCH WIDTH 10 STORM MANHOLE NOT TO SCALE 11 (NJ-U010105 - 08/2023) ELECTRIC VEHICLE CHARGING STATION DETAIL NOT TO SCALE 13 (SOURCE: CHARGEPOINT) CART CORRAL DETAIL NOT TO SCALE (SOURCE: PEGGS) REVISION 2 - 12/10/2025