23 Site Plan

L-302 LIGHTING SPECIFICATIONS AND DETAILS 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-LGHT-NJA230139.00-1A----->LAYOUT: L-302 LGHT 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-LGHT 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 LIGHT POLE FOUNDATION SCHEDULE MAXIMUM HEIGHT ABOVE GRADE (INCL. BASE)"A" ** ASSUMED AVERAGE POLE DIAMETER "B" # OF FIXTURES MINIMUM FOUNDATION DIAMETER "C" MINIMUM FOUNDATION DEPTH "D" REINFORCING TIES "E" * VERTICAL HOOKED REINFORCEMENT "F" * = ADD 3 TIES, 4" C-C, AT TOP OF THE FOUNDATION ** = THIS MAY NOT BE ACTUAL MOUNTING HEIGHT, SEE LIGHTING SCHEDULE ELEVATION VIEW SECTION VIEW VERTICAL REINFORCEMENT BARS ("F") NOTES: SEE SCHEDULE AND NOTES FOR ADDITIONAL INFORMATION GRADE FOR PRECAST FOUNDATIONS, USE SUITABLE BACKFILL MATERIALS TO BE COMPACTED TO 98% ASTM D 698 OPTIMUM DRY PROCTOR DENSITY IN 6" LOOSE LIFTS · MINIMUM REQUIRED ALLOWABLE BEARING PRESSURE = 1,000 PSF

GRADE FOR PRECAST FOUNDATIONS, USE SUITABLE BACKFILL MATERIALS TO BE COMPACTED TO 98% ASTM D 698 OPTIMUM DRY PROCTOR DENSITY IN 6" LOOSE LIFTS · MINIMUM REQUIRED ALLOWABLE BEARING PRESSURE = 1,000 PSF - ASSUMED (TO BE VERIFIED IN FIELD) · SOIL FRICTION ANGLE = 30 DEG - ASSUMED (TO BE VERIFIED IN FIELD) · SOIL DRY UNIT WEIGHT = 120 PCF - ASSUMED (TO BE VERIFIED IN FIELD) · WIND PRESSURE = 30 PSF LIGHT POLE FOUNDATION DESIGN CRITERIA 3" CLEAR COVER (TYP) MINIMUM FOUNDATION EMBEDMENT ("D") FOUNDATION DIAMETER ("C") REINFORCEMENT TIES SPACING ("E") 2" TYPICAL (36" FOR AREAS NOT PROTECTED BY CURBS) 3" CLEAR COVER 2' 6" MIN OR SEE NOTES 5,15 & 16 LIGHT POLE FOUNDATION NOTES 1. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND CONDITIONS, COORDINATE WITH ALL CONTRACT DRAWINGS, PROJECT SHOP DRAWINGS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR MUST ENSURE NO CONFLICTS ARISE BETWEEN LIGHT POLE FOUNDATIONS, STRUCTURES, AND UTILITIES. IF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DESIGN PLANS ARISE, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY IN WRITING. 2. THE CONTRACTOR IS TO HAVE A GEOTECHNICAL ENGINEER, LICENSED IN THE PROJECT'S STATE, ON SITE TO INSPECT FILL, MONITOR FILL COMPACTION AND TO VERIFY SUBGRADE ALLOWABLE BEARING CAPACITY AND SOIL DESIGN CRITERIA PRIOR TO CONSTRUCTION IN ACCORDANCE TO THE DESIGN ASSUMPTIONS STATED. UNSUITABLE MATERIALS FOUND MUST BE REMOVED OR BE REMEDIED AS PER THE DIRECTION OF THE ON SITE GEOTECHNICAL ENGINEER. 3. IF CONDITIONS IN THE FIELD ARE DIFFERENT THAN THOSE INDICATED, THE CONTRACTOR IS TO IMMEDIATELY NOTIFY THE ENGINEER IN WRITING. 4. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT APPROPRIATE SELECT BACKFILL IS USED, AND THOROUGHLY COMPACTED TO 98% MAX. DENSITY ASTM D 698. 5. STRUCTURAL CONCRETE AND CONCRETING PRACTICES SHALL CONFORM WITH ACI-318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE." DETAILS ARE TO BE IN ACCORDANCE WITH ACI-315, "MANUAL OF STANDARD PRACTICE: DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." FORM WORK SHALL CONFORM ACI-347 "GUIDE TO FORM WORK FOR CONCRETE", UNLESS OTHERWISE NOTED ON THE CONTRACT DOCUMENTS. 6. CONCRETE MUST BE NORMAL WEIGHT STONE AGGREGATE WITH THE STATED MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. HISTORICAL DATA OR LABORATORY TESTS FOR THE PRELIMINARY DESIGN MIX IS TO BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. THE WATER-CEMENT RATIO FOR THE

STRENGTH OF 4000 PSI AT 28 DAYS. HISTORICAL DATA OR LABORATORY TESTS FOR THE PRELIMINARY DESIGN MIX IS TO BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. THE WATER-CEMENT RATIO FOR THE PROPOSED MIX DESIGN MUST ACHIEVE AN AVERAGE 28-DAY STRENGTH OF 1,200 PSI GREATER THAN THE REQUIRED STRENGTH ON LABORATORY TEST RESULTS 7. CONCRETE IS TO HAVE A SLUMP NO GREATER THAN 4" TO WITHIN A TOLERANCE OF 1". 8. EXPOSED CONCRETE IS TO BE AIR ENTRAINED, 6% (WITHIN 1% TOLERANCE), CONFORMING TO ASTM C260. 9. CONCRETE TO BE CONSOLIDATED IN PLACE USING AN INTERNAL VIBRATOR. 10. REINFORCING STEEL BARS SHALL BILLET STEEL ASTM A615, GRADE 60. ALL REINFORCEMENT TO BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR STIRRUPS TO BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS. BAR SUPPORTS IN CONTACT WITH EXPOSED SURFACES TO BE PLASTIC TIPPED. ALL ACCESSORIES MUST BE GALVANIZED. 11. ALL SPLICES OF REINFORCING BARS NOT INDICATED ARE TO BE LTS AS PER THE REINFORCING SPLICE SCHEDULE OR 40 BAR DIAMETERS. DISCONTINUOUS ENDS OF CONTINUOUS BARS ARE TO BE STANDARD HOOKS. 12. IF CAVING OF DRILLED HOLES ARE ENCOUNTERED, CONTRACTOR SHALL PROVIDE BENTONITE SLURRY IN PERMANENT CASINGS FOR DRILLED CONCRETE PIER FOUNDATIONS. 13. CONCRETE MUST ATTAIN 80% OF THE DESIGN STRENGTH OR CURE FOR A MINIMUM OF 7-DAYS PRIOR TO THE INSTALLATION OF THE LIGHT POLES OR ALL LIGHT POLES ARE TO BE SUITABLY BRACED AGAINST WIND LOADS DURING THE ABOVE MENTIONED TIMEFRAME. 14. ALL ELECTRICAL COMPONENTS TO COMPLY WITH N.E.C. 15. WHEN 2'-6" CLEARANCE CAN NOT BE PROVIDED, CONCRETE FOUNDATION MUST BE EXTENDED TO 36" ABOVE SURFACE, OR PROVIDE BOLLARD PROTECTION FOR LIGHT POLE. 16. VERIFY WITH LOCATIONS SHOWN ON LIGHTING PLAN 17. CONTRACTOR IS TO RECORD ON A CLEAN COPY OF THE LIGHTING PLANS. THE LOCATION OF CONDUIT SUPPLYING POWER TO LIGHTS. A COMPLETED COPY OF THIS RECORD PLAN IS TO BE PROVIDED TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK. 18. UPON ACCEPTANCE OF THE COMPLETED WORK BY THE OWNER, THE OWNER IS RESPONSIBLE FOR APPROPRIATE MAINTENANCE OF THE LIGHTING SYSTEM 1'7" MIN. LAP SPLICE 2' MIN. REFER TO LIGHTING SCHEDULE REINFORCEMENT TIES ("E") CONCRETE FOUNDATION MINIMUM DIAMETER ("C") CONTRACTOR TO COORDINATE LIGHT POLE SIZE AND TYPE WITH OWNER AND LIGHTING MANUFACTURER UNLESS OTHERWISE NOTED HANDHOLE WITH COVER AUGERED CAST-IN-PLACE OR PRECAST CONCRETE

ATION MINIMUM DIAMETER ("C") CONTRACTOR TO COORDINATE LIGHT POLE SIZE AND TYPE WITH OWNER AND LIGHTING MANUFACTURER UNLESS OTHERWISE NOTED HANDHOLE WITH COVER AUGERED CAST-IN-PLACE OR PRECAST CONCRETE PIER FOUNDATION, 4000 PSI AIR-ENTRAINED CONCRETE LIGHTNING GROUND ROD TO COMPLY WITH N.E.C. CURB (SEE SITE PLANS FOR LOCATION) VERTICAL REINFORCEMENT BARS ("F") ELECTRIC CONDUIT STUB UP MIN 12" HIGH-STRENGTH NON-SHRINK GROUT 1" CHAMFER ANCHOR BOLTS AND BASE PLATE BY LIGHTING MANUFACTURER #3 TIES @12"C-C 6'-0" 24" 4" 18'-0" (6) #5 BARS DOUBLE EQUALLY SPACED POLE LENGTH CONTRACTOR TO ADJUST LENGTH OF POLE DEPENDANT ON FOUNDATION HEIGHT IN DIFFERENT LOCATIONS, AS NECESSARY TO SET LUMINARIES AT MOUNTING HEIGHT INDICATED IN LIGHTING SCHEDULE. MOUNTING HEIGHT IS TO BE MEASURED FROM GROUND SURFACE ELEVATION ADJACENT TO POLE FOUNDATION TO LUMINAIRE. PLAN VIEW AT PARKING STALLS LIGHT POLE & FOUNDATION CURB PARKING STALLS PARKING STRIPING LIGHT POLE FOUNDATION NOT TO SCALE (NJ-I010101 - 01/2025)(MODIFIED) LIGHT POLE SPECIFICATION NOT TO SCALE SOURCE: COOPER LIGHTING AREA LIGHT SPECIFICATION NOT TO SCALE SOURCE: COOPER LIGHTING WALL PACK SPECIFICATION NOT TO SCALE SOURCE: COOPER LIGHTING CONTRACTOR TO COORDINATE LIGHT POLE SPECIFICS W/ MANUFACTURER LIGHT POLE COLOR TO MATCH FIXTURE: BLACK