Preliminary and Final Site Plans 03302026

'ELECTRIC VEHICLE CHARGING STATION' SIGN N.T.S. ELECTRIC VEHICLE CHARGING STATION NOT TO SCALE TYPICAL BLOCK WALL DETAIL N.T.S. CONDUIT H (TYP) 3" 3" D GRADE 3/4" 1" GROUT GRADE 3' NOTES: 1. DEPTH OF FOOTING TO EXTEND BELOW FROST LINE (TYP). 2. SUITABLE COMPACTED SUBGRADE WITH MINIMUM BEARING CAPACITY OF 2,000 PSF. SOIL CONDITION & BEARING CAPACITY TO BE VERIFIED IN FIELD. 3. REINFORCING STEEL BARS SHALL BE A MINIMUM ASTM A615, GRADE 60 AND SHALL BE FIELD WIRED IN PLACE. 4. IF POLE IS WITHIN PARKING LOT OR WITHIN 2'-9" OF CURB, CONC. BASE FOUNDATION TO EXTEND 36" ABOVE GRADE, WITH RESULTING ADJUSTMENTS TO POLE HEIGHT AND REINFORCEMENT. 5. THIS DETAIL IS FOR GENERAL REFERENCE AND PRELIMINARY COST ESTIMATING PURPOSES. THE LIGHT POLE FOUNDATION SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER BASED ON POLE HEIGHT, EXISTING SOIL CONDITIONS, LOCAL DESIGN STANDARDS AND MANUFACTURERS RECOMMENDATIONS RAISED CONCRETE FOOTING N.T.S. BASE FOUNDATION SHALL BE 4' ABOVE GRADE ALL ABOVE GRADE HARDWARE TO BE INSTALLED PER POLE MANUFACTURER SPECIFICATION FORM WITH SONOTUBE (4) #4 VERT. BARS USE 4000 PSI CONCRETE FOR FOOTING SUITABLE BACKFILL COMPACTED IN 12" LIFTS TO OPTIMUM DENSITY AROUND ENTIRE CIRCUMFERENCE POLE (4) #4 TIES EQUALLY SPACED (4)3/4"x25"x3" TURN (8) NUTS (8) FLAT WASHERS WIND LOAD H D 30 PSF 4'-0" 24" Ø AF CONSTRUCTION DETAILS C-90112 AS NOTED S:\PROJECTS\GOMESGR24-223 - 525 NORTHFIELD AVE. WEST ORANGE NJ\CAD\SITE\24-223 C-900 DETAILS.DWGANTHONY FACCHINOPLOTTED:3/31/2026 8:01 AM 1 11-3-2025 INITIAL SUBMISSION TO TWP. AF 1 01-26-2026 PER TWP. REVIEW MEMOS AF ENGINEER OF RECORD ANTHONY FACCHINO, PE, PLS NJ LIC 24GB04258500 NJ State Board Of Architects Authorization No. 21AC00016100 NJ State Board Of Engineers & Land Surveyors Authorization No. 24GA28053000 KizelJarmelARCHITECTS AND ENGINEERS INC. 42 OKNER PARKWAY LIVINGSTON, NEW JERSEY 07039 TEL: 973-994-9669 FAX: 973-994-4069 www.jarmelkizel.com Architecture Engineering Interior Design Implementation Services Initial Date: Scale: Approved By: Project Number: Drawn By: Project: Drawing Number: Drawing Name: ISSUE DESCRIPTIONNO. DATE INT. DATENO. INT.DESCRIPTION REVISION MATTHEW B. JARMEL, AIA, MBA RICHARD A. JARMEL, PE IRWIN H. KIZEL, AIA, PP PRINCIPALS ARCHITECTS & ENGINEERS BEATRIZ BARRERES, RA JEREMY D. BOYER, AIA ANDRZEJ B. BRZOZOWSKI, PE SHANNON CROWNOVER, PE THOMAS DAFONSECA, PE ANDRE E. DIBI,

RD A. JARMEL, PE IRWIN H. KIZEL, AIA, PP PRINCIPALS ARCHITECTS & ENGINEERS BEATRIZ BARRERES, RA JEREMY D. BOYER, AIA ANDRZEJ B. BRZOZOWSKI, PE SHANNON CROWNOVER, PE THOMAS DAFONSECA, PE ANDRE E. DIBI, PE ANTHONY FACCHINO, PE, PLS, PP GERARD P. GESARIO, PE JONATHAN KUYBIDA, AIA KAROLINA PODKANOWICZ, AIA RENATA MALDONADO E REZENDE, AIA, LEED AP CHERYL SCHWEIKER, AIA STEVEN J. VAZ, PE AHMED YOUSSEF, AIA SOFIA BY GOMES PRELIMINARY / FINAL SITE PLAN OF 525 NORTHFIELD AVENUE WEST ORANGE, ESSEX COUNTY, NJ TAX MAP #94, BLOCK 159.04 LOT 1.01 GOMESGR24-223 AF OCTOBER 22, 2025 OF 16 2 01-29-2026 SUBMISSION TO TWP. AF 2 3-30-2026 REV PER NEW BUILDING DESIGN AF 3 3-31-2026 SUBMISSION TO TWP AF H (TYP) 3" 3" D GRADE NOTES: 1. DEPTH OF FOOTING TO EXTEND BELOW FROST LINE (TYP). 2. SUITABLE COMPACTED SUBGRADE WITH MINIMUM BEARING CAPACITY OF 2,000 PSF. SOIL CONDITION & BEARING CAPACITY TO BE VERIFIED IN FIELD. 3. REINFORCING STEEL BARS SHALL BE A MINIMUM ASTM A615, GRADE 60 AND SHALL BE FIELD WIRED IN PLACE. 4. IF POLE IS WITHIN PARKING LOT OR WITHIN 2'-9" OF CURB, CONC. BASE FOUNDATION TO EXTEND 30" ABOVE GRADE, WITH RESULTING ADJUSTMENTS TO POLE HEIGHT AND REINFORCEMENT. 5. THIS DETAIL IS FOR GENERAL REFERENCE AND PRELIMINARY COST ESTIMATING PURPOSES. THE LIGHT POLE FOUNDATION SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER BASED ON POLE HEIGHT, EXISTING SOIL CONDITIONS, LOCAL DESIGN STANDARDS AND MANUFACTURERS RECOMMENDATIONS CONCRETE FOOTING N.T.S. BASE FOUNDATION SHALL BE 4" MIN. ABOVE GRADE. SEE NOTE 4 WHEN IN OR NEAR PAVED AREAS ALL ABOVE GRADE HARDWARE TO BE INSTALLED PER POLE MANUFACTURER SPECIFICATION FORM WITH SONOTUBE (4) #4 VERT. BARS USE 4000 PSI CONCRETE FOR FOOTING SUITABLE BACKFILL COMPACTED IN 12" LIFTS TO OPTIMUM DENSITY AROUND ENTIRE CIRCUMFERENCE (4) #4 TIES EQUALLY SPACED NUMBER AND SIZE OF ANCHOR BOLTS, NUTS, AND WASHERS PER POLE MANUFACTURER SPECIFICATION CONDUIT WIND LOAD H D 30 PSF 4'-0" 24" Ø