23 Site Plan

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 BROOK PLACE MOUNT PLEASANT PLACE MOUNT PLEASANT AVENUE PLEASANT VALLEY WAY W E S SOUTH BRANCH RAHWAY RIVER SOUTH BRANCH RAHWAY RIVER 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 EXISTING BUILDING TO REMAIN PROP RETAIL SPACE (± 17,245 SF FIRST FLOOR) (± 1,522 SF MEZZANINE) 187 PARKING STALLS APPROX LOCATION OF PROP LIMIT OF WORK APPROX LOCATION OF PROP SAWCUT LINE AND PAVEMENT REPAIR STRIP, AS REQUIRED 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 PROP. INLET FILTER (TYP) DuuB DunC PROP MILL AND OVERLAY PAVEMENT TO BE USED AS CONSTRUCTION ENTRANCE APPROX LOCATION OF PROP LIMIT OF WORK FHA ELEVATION = 369.9 FT BASED ON METHOD 3 DELINEATION TPF TREE PROTECTION FENCE APPROX LOCATION OF PROP SAWCUT LINE AND PAVEMENT REPAIR STRIP, AS REQUIRED EXIST SOIL DELINEATION LINE PER WEB SOIL SURVEY (TYP) TEMPORARY SOIL STOCKPILE (TYP) LOD LOD LOD LIMIT OF DISTURBANCE SF. (28,390 0.65 AC.) PROP. HAY BALE SEDIMENT BARRIER PROP. STABILIZED CONSTRUCTION ENTRANCE (TYP) SF SF SF SF SF SF SF D D D 369 374 373 372 371 370 368 375 369 369 370 PROP PERVIOUS PAVEMENT STONE STORAGE TOP ELEV. = 367.65 100 YEAR FUT. STORM ELEV. = 367.26 100 YEAR CUR. STORM ELEV. = 367.21 10 YEAR FUT. STORM ELEV. = 367.15 10 YEAR CUR. STORM ELEV. = 367.13 2 YEAR FUT. STORM ELEV. = 367.09 2 YEAR CUR. STORM ELEV. = 367.07 WQ STORM

. STORM ELEV. = 367.26 100 YEAR CUR. STORM ELEV. = 367.21 10 YEAR FUT. STORM ELEV. = 367.15 10 YEAR CUR. STORM ELEV. = 367.13 2 YEAR FUT. STORM ELEV. = 367.09 2 YEAR CUR. STORM ELEV. = 367.07 WQ STORM ELEV. = 366.95 STONE STORAGE BOTTOM ELEV. = 366.65 EST. SHWT = +/- 363.00 FFE: 370.10 MH-130 PROP MH RIM 368.25 INV IN 364.42 (15") MH-120 INV OUT 364.42 (15") PROP C/O-150 INV. (OUT): 366.67 PROP C/O-160 INV. (OUT): 366.65 PROP C/O-170 INV. (OUT): 366.52 PROP C/O-180 INV. (OUT):366.16 PROP C/O-190 INV. (OUT): 366.04 PROP C/O-210 INV. (IN): 365.93 (6") INV. (IN): 365.76 (8") INV. (OUT): 365.76 (8") PROP C/O-250 INV. (IN): 366.79 INV. (OUT): 366.79 PROP C/O-240 INV. (OUT): 366.96 PROP C/O-230 INV. (IN): 367.07 INV. (OUT): 367.07 PROP C/O-220 INV. (OUT): 367.10 OS-110 PROP OUTLET STRUCTURE RIM: 368.32 WEIR: 366.95 (4') INV. (IN): 365.60 (6") INV. (OUT): 365.43 (15") PROP 6" INSPECTION PORT INV. (OUT): 365.90 PROP 6" INSPECTION PORT INV. (IN): 365.67 INV. (OUT): 365.67 PROP 6" INSPECTION PORT INV. (IN): 365.78 INV. (OUT): 365.78 PROP 6" INSPECTION PORT INV. (OUT): 365.92 MH-120 PROP MH RIM: 368.44 INV. (IN): 365.71 (8") INV. (IN): 365.18 (15") INV. (OUT): 365.18 (15") PROP. CONNECTION TO EXIST STM SYSTEM INV. (IN): 364.15 (15") PROP 6" INSPECTION PORT INV. (OUT): 365.87 369 HATCH LEGEND PROP FULL DEPTH ASPHALT PAVEMENT PROP PERVIOUS ASPHALT PAVEMENT PROP MILL AND OVERLAY PAVEMENT PROP CONCRETE SIDEWALK PROP HEAVY-DUTY CONCRETE PAVEMENT PROP CONCRETE PAVEMENT 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 THIS PLAN TO BE UTILIZED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY. SF LOD TPF LIMIT OF DISTURBANCE LINE HAS BEEN OFFSET FOR GRAPHICAL PURPOSES. ACTUAL LIMIT OF DISTURBANCE WILL OCCUR AT THE SILT FENCE OR LIMIT OF GRADING. 0 SCALE: 1" = 30' 30 307.515 C-801 SOIL EROSION AND SEDIMENT CONTROL PLAN SF SF SF SF SF DC DuuB LEGEND PROPOSED INLET FILTER SILT FENCE LIMIT OF DISTURBANCE TREE PROTECTION FENCE CONSTRUCTION ENTRANCE DUST CONTROL TEMPORARY STOCK PILE DUNELLEN - URBAN LAND 3 TO 8 PERCENT SLOPES HSG: A DUNELLEN SANDY LOAM 8 TO 15 PERCENT SLOPES HSG: A DunC 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-801 EROS TH THIS

PES HSG: A DunC 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-801 EROS 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 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 SESC COMPACTION NOTE THE SUBJECT SITE IS LOCATED IN PLANNING AREA-1 AND IS DEVELOPED UNDER EXISTING CONDITIONS. BASED ON THE NEW JERSEY DEPARTMENT OF AGRICULTURE STATE SOIL CONSERVATION COMMITTEE TECHNICAL BULLETIN, EFFECTIVE MARCH 2018, THE SOIL COMPACTION REQUIREMENTS ARE NOT APPLICABLE. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev. 12/2024) 1. EROSION CONTROL MEASURES MUST CONFORM TO THE GUIDELINES FOR EROSION AND SEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES. 2. THE FOLLOWING EROSION CONTROL

WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES. 2. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: a. STABILIZE CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY STONE CONSTRUCTION ACCESS IS TO BE INSTALLED AT THE DESIGNATED LOCATION AS SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON-SITE. b. SILT FENCE - INSTALL SILT FENCE(S) AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AREAS, AND SOIL STOCKPILES. c. INLET PROTECTION - IN ORDER TO REDUCE THE POTENTIAL FOR SEDIMENT TO ENTER THE STORMWATER SYSTEM, THE CONTRACTOR SHALL INSTALL INLET PROTECTION AROUND EACH INLET AS DRAINAGE STRUCTURES ARE INSTALLED. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. d. TREE PROTECTION FENCE – THROUGH THE USE OF TREE PROTECTION FENCE, THE CONTRACTOR MUST MARK ALL EXISTING TREES AND SHRUBS WITHIN AND AROUND THE WORK AREA THAT ARE TO REMAIN. THE CONTRACTOR SHALL REFER TO THE TREE PROTECTION FENCE DETAILS HEREIN. e. SOIL STOCKPILES – STOCKPILES SHALL BE LIMITED TO 35’ MAX. HEIGHT AND SHOULD BE REMOVED OR UTILIZED FOR SITE CONSTRUCTION AS SOON AS PRACTICABLE. f. DUST CONTROL –SHOULD EXCESSIVE DUST BE GENERATED, THE CONTRACTOR MUST PROMPTLY USE AND APPLY WATER TO BARE SOIL SURFACES TO ELIMINATE, OR IF NOT POSSIBLE, MINIMIZE, BLOWING DUST. g. DEWATERING – THE CONTRACTOR MUST PERFORM DEWATERING IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS AND APPROVED PERMITS. IT IS THE CONTRACTOR’S RESPONSIBILITY TO OBTAIN AND PAY THE COSTS ASSOCIATED WITH ANY AND ALL NECESSARY DISCHARGE PERMITS ASSOCIATED WITH SAME. h. CONSTRUCTION WASTE MATERIAL STORAGE – THE CONTRACTOR MUST LOCATE CONSTRUCTION WASTE MATERIAL STORAGE AREAS TO MINIMIZE EXPOSURE TO STORMWATER. CONTRACTOR MUST IMMEDIATELY PLACE CONSTRUCTION WASTE IN ON-SITE STORAGE CONTAINERS UNTIL THAT CONSTRUCTION WASTE IS READY FOR OFF-SITE DISPOSAL. CONTRACTOR MUST MAINTAIN SPILL PREVENTION & RESPONSE EQUIPMENT AND MAKE SAME CONTINUOUSLY AVAILABLE ON-SITE FOR USE BY CONTRACTOR'S EMPLOYEES WHO MUST BE PROPERLY TRAINED IN THE APPLICATION OF SPILL PREVENTION & RESPONSE PROCEDURES. 3. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. CONTRACTOR MUST IMMEDIATELY CLEAR ANY

PLOYEES WHO MUST BE PROPERLY TRAINED IN THE APPLICATION OF SPILL PREVENTION & RESPONSE PROCEDURES. 3. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. CONTRACTOR MUST IMMEDIATELY CLEAR ANY SILT GREATER THAN BEHIND THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 4. THE TERM 'PERMANENT STABILIZATION' USED THROUGHOUT THIS SEQUENCE IS MEANT TO DESCRIBE THE PROPER PLACING, GRADING, CONSTRUCTING, REINFORCING, LINING, AND COVERING OF SOIL, ROCK, OR EARTH TO ENSURE THEIR PERMANENT RESISTANCE TO EROSION, SLIDING OR OTHER MOVEMENT. FOR AN EARTH DISTURBANCE TO BE PERMANENTLY STABILIZED, THE DISTURBED AREA SHALL BE COVERED WITH ONE OF THE FOLLOWING: A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER, WITH A DENSITY CAPABLE OF RESISTING ACCELERATED EROSION AND SEDIMENTATION; OR AN ACCEPTABLE BMP THAT PERMANENTLY MINIMIZES ACCELERATED EROSION AND SEDIMENTATION. 5. BEFORE INITIATING ANY REVISION TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN OR REVISIONS TO OTHER PLANS WHICH MAY AFFECT THE EFFECTIVENESS OF THE APPROVED E&S CONTROL PLAN, THE OPERATOR MUST RECEIVE APPROVAL OF THE REVISIONS FROM THE CONSERVATION DISTRICT. THE OPERATOR SHALL ASSURE THAT THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IS PROPERLY AND COMPLETELY IMPLEMENTED. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO ELIMINATE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION. 6. THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 7. AS SOON AS SLOPES, CHANNELS, DITCHES, AND OTHER DISTURBED AREAS REACH FINAL GRADE, THEY MUST BE STABILIZED. WHEN FINAL GRADE IS ACHIEVED DURING NON-GERMINATING MONTHS, THE AREA SHOULD BE MULCHED UNTIL THE BEGINNING OF THE NEXT PLANTING SEASON. AS DISTURBED AREAS WITHIN A PROJECT APPROACH FINAL GRADE, PREPARATIONS SHOULD BE MADE FOR SEEDING AND MULCHING TO BEGIN (I.E., ANTICIPATE THE COMPLETION DATE AND SCHEDULE THE SEEDER). IN NO CASE SHOULD AN AREA EXCEEDING 15,000 SQUARE FEET, WHICH IS

AL GRADE, PREPARATIONS SHOULD BE MADE FOR SEEDING AND MULCHING TO BEGIN (I.E., ANTICIPATE THE COMPLETION DATE AND SCHEDULE THE SEEDER). IN NO CASE SHOULD AN AREA EXCEEDING 15,000 SQUARE FEET, WHICH IS TO BE STABILIZED BY VEGETATION, REACH FINAL GRADE WITHOUT BEING SEEDED AND MULCHED. WAITING UNTIL EARTHMOVING IS COMPLETED BEFORE MAKING PREPARATIONS FOR SEEDING AND MULCHING IS NOT ACCEPTABLE. SEEDING AND MULCHING REQUIREMENTS ARE SPECIFIED HEREIN. 8. ONCE AREAS HAVE REACHED PERMANENT STABILIZATION AND PRIOR TO DEMOBILIZATION, THE CONTRACTOR MUST REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, AND ANY ACCUMULATED SILT OR DEBRIS. 9. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF-SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 10. A SITE CONSTRUCTION SEQUENCE IS PROVIDED AS A GUIDE FOR THE CONTRACTOR DURING CONSTRUCTION. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR MUST REVIEW THE SEQUENCE, AND ANY REQUESTED CHANGES AND THOSE REQUESTED CHANGES MUST BE REVIEWED AND APPROVED BY THE JURISDICTIONAL AGENCY. 11. 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 CONTRACTOR MUST REFER TO THEM. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS’ SPECIFIC NOTES. 12. INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 13. CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER OR JURISDICTIONAL AGENCY SO REQUIRES, TO PREVENT THE DISCHARGE OF SEDIMENT LADEN RUNOFF FROM EXITING THE SITE. 14. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT STABILIZATION IS ESTABLISHED UNLESS INDICATED OTHERWISE IN LOCAL, STATE AND/OR FEDERAL PROJECT APPROVALS. THE COST OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. NEW JERSEY 7 6" SESC GENERAL NOTES SOIL MOVEMENT VEHICLES ARE NOT TO BE UTILIZED IN ANY WAY THAT WOULD DEPOSIT SOIL ON ANY STREET, SIDEWALK, PUBLIC SPACE, OR WITHIN ANY OTHER PRIVATE PROPERTY. WHERE APPROPRIATE, TOPSOIL, SEED, HAY, AND

SOIL MOVEMENT VEHICLES ARE NOT TO BE UTILIZED IN ANY WAY THAT WOULD DEPOSIT SOIL ON ANY STREET, SIDEWALK, PUBLIC SPACE, OR WITHIN ANY OTHER PRIVATE PROPERTY. WHERE APPROPRIATE, TOPSOIL, SEED, HAY, AND STRAW MULCH SHALL BE APPLIED TO ENSURE LAWN GROWTH. LOWLIMIT OF WORK HAY BALE SEDIMENT BARRIER