Civil Plans October 22 4933 3434 73811

LOT 81.05 S 83°25'33" W (NAD 83) N 09°15'48" E (NAD 83) N 06°34'27" W (NAD 83) ST. No. 525 ELEV #2 ELEV #1 PACKAGE ROOM MAIL ROOM VEST. UTILITIES BUILDING UTILITIES TRANSFORMER VAULT STAIR #1 RESIDENTIAL LOBBY TRASH ROOM STAIR #2 STAIR #4 ZEN GARDEN STAIR #3 STAIR #5 AMENITY/ COWORKING SPACE COMMERCIAL SPACE #1 1,200SF LOADING AREA 4' FLAT UPPER PARKING TOTAL: 77 SPACES DOWN RAMP PARKING TOTAL: 16 SPACES FLAT LOWER PARKING TOTAL: 85 SPACES 16 3 20 20 13 2 514255 4 3 7 6 6 4 4 2 19 LEASING OFFICE BUILDING STORAGE 18'24'18'10'5' 24'18' 18'24'18'18'24'18' 25' 18' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FF-384.00 FF-385.80 FF-387.00 FF-387.00 FF-388.00 FF-399.50 FF-384.00 FF-384.00 FF-385.80 A1L A1L A1L A1L A1L A1L A1L A1L A1L A1L A1L A1L A1L A1L A1L A1U A1U A1U A1U A1U A1U A1U A1U A1U A1U A1UA1U A1U A1U A1U A1U A1U A1U A1U A1U A1U A1U A1U A1U P4W P4W A1L A1LA1L W4W W4F A2 A2 P4WP4W A1U A1U A1U A1UA1U A1U A1U A1UA1U A1UA1U A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 W3 W3 W2W2 A2 A2 A2 A2 A2 A2 A2 A2 0.2 0.4 0.6 0.5 1.0 1.3 39.048.540.2 44.354.946.4 45.655.647.4 43.553.045.1 39.850.041.7 10.025.850.458.459.855.440.5 10.830.261.871.072.767.849.5 9.2 22.344.151.552.249.235.8 2.3 2.5 2.5 2.2 2.2 1.8 3.1 1.8 2.3 3.1 2.4 2.5 2.1 2.4 3.7 3.5 3.8 3.3 3.6 4.3 3.1 3.6 2.9 2.0 2.7 1.6 3.8 4.8 4.7 4.7 3.9 4.7 4.9 3.2 2.5 2.4 2.7 4.1 4.7 4.6 4.6 4.3 4.2 4.7 4.7 4.5 3.6 2.4 2.8 2.8 4.2 4.4 3.3 4.1 4.1 3.1 5.0 4.5 3.1 2.6 2.4 2.3 3.8 3.9 3.3 4.0 3.8 3.7 5.0 3.5 3.2 2.8 4.0 1.8 1.0 3.0 3.0 3.1 3.1 3.2 4.0 4.5 4.9 3.9 2.7 2.2 2.0 1.2 2.0 2.0 2.0 2.3 2.9 3.7 4.4 3.6 3.2 2.6 2.9 2.3 1.3 1.4 1.7 2.2 2.7 3.8 3.7 4.7 4.0 2.4 1.8 1.9 2.8 2.0 1.3 1.3 1.9 2.5 3.2 4.3 3.4 3.7 4.8 2.2 1.7 2.0 2.9 2.0 1.2 1.3 2.1 2.8 3.5 5.3 4.2 4.6 4.5 3.5 2.5 2.3 3.2 2.2 1.3 1.2 2.0 2.9 4.6 6.6 4.1 4.4 5.5 4.2 2.7 9.4 11.1 13.4 11.7 9.7 3.0 3.5 2.6 1.5 1.2 1.9 3.0 3.1 3.5 4.1 4.2 4.0 7.5 10.8 22.3 28.1 21.6 28.9 24.4 1.7 2.1 2.0 1.6 1.2 1.6 2.3 2.7 4.3 4.1 4.8 5.8 9.4 19.6 2.0 2.5 2.1 1.6 1.3 1.1 1.1 1.7 2.4 3.5 4.3 5.4 9.6 20.8 1.8 2.5 1.9 1.6 1.7 1.7 2.3 2.8 3.5 4.4 5.8 9.5 17.4 1.7 2.6 1.8 1.6 2.0 2.2 2.2 3.9 4.3 4.8 5.5 6.8 8.4 10.6 17.9 20.2 22.8 20.7 16.8 1.9 2.9 1.9 1.8 2.5 3.0 2.6 3.7 4.9 5.4 4.0 7.1 7.0 8.5 11.2 10.5 13.5 11.1 10.2 2.6 3.3 2.4 1.9 2.8 3.9 3.3 4.0 3.9 4.4 5.4 5.9 6.5 6.6 6.0 5.0 2.5 6.9 5.4 2.4 2.9 7.2 5.8 1.9 1.9 3.3 4.4 1.1 1.6 2.8

1.9 2.9 1.9 1.8 2.5 3.0 2.6 3.7 4.9 5.4 4.0 7.1 7.0 8.5 11.2 10.5 13.5 11.1 10.2 2.6 3.3 2.4 1.9 2.8 3.9 3.3 4.0 3.9 4.4 5.4 5.9 6.5 6.6 6.0 5.0 2.5 6.9 5.4 2.4 2.9 7.2 5.8 1.9 1.9 3.3 4.4 1.1 1.6 2.8 3.1 1.4 1.9 2.9 2.7 2.6 2.9 2.7 1.9 2.8 3.0 2.1 1.2 3.0 3.2 2.6 1.1 4.4 4.2 3.1 1.3 6.0 5.5 3.7 1.3 3.9 3.8 3.0 1.2 2.9 3.1 2.5 1.0 3.3 3.2 2.8 1.3 3.3 3.4 3.7 2.1 2.6 1.9 4.2 3.0 1.9 5.0 3.6 2.9 5.4 5.7 2.8 2.0 5.5 3.9 2.5 3.4 5.1 5.0 1.2 1.9 2.5 2.8 2.5 2.0 2.0 2.2 2.5 2.7 2.4 1.8 1.1 1.4 2.3 2.1 4.0 2.0 2.9 2.5 2.6 2.0 3.9 1.9 2.2 1.4 2.9 4.1 4.4 4.0 3.2 2.9 3.3 4.0 4.2 3.9 2.9 1.7 1.7 2.9 3.2 4.6 3.0 3.3 2.9 3.2 3.1 4.5 3.1 2.8 1.7 1.7 2.8 3.0 4.6 2.8 3.2 2.9 3.2 2.9 4.4 2.9 2.8 1.7 1.7 3.0 4.1 4.5 3.9 3.3 2.9 3.4 3.9 4.3 3.9 3.0 1.7 1.7 2.9 3.0 4.6 2.8 3.3 2.9 3.2 2.8 4.5 2.8 2.8 1.7 1.7 3.0 3.5 4.7 3.3 3.3 2.9 3.4 3.4 4.6 3.3 2.8 1.7 1.8 3.1 4.4 4.8 4.3 3.4 2.9 3.4 4.3 4.6 4.2 2.9 1.8 1.8 3.4 3.2 5.4 3.0 3.5 3.2 3.4 3.2 5.1 3.1 3.2 1.9 1.9 4.1 5.0 5.8 4.9 3.7 3.4 4.0 5.0 5.8 5.0 3.6 2.0 2.2 4.9 5.5 6.3 5.1 4.1 3.4 4.5 5.3 6.5 5.7 4.5 2.5 2.3 5.7 5.3 7.2 4.3 4.7 3.3 5.0 5.1 7.8 6.4 5.4 2.3 2.3 6.7 6.1 7.6 5.5 4.8 3.8 5.4 8.4 10.3 8.7 4.5 1.8 2.3 6.0 6.8 7.8 6.3 4.8 5.2 4.6 14.7 19.6 17.7 2.0 6.2 4.9 7.5 4.5 5.7 5.5 10.7 7.2 1.8 4.9 5.8 5.7 5.9 4.6 6.3 11.2 2.0 3.7 4.8 5.0 3.8 4.5 5.1 5.1 5.3 4.6 6.4 11.7 11.9 6.1 2.1 1.8 4.7 3.2 4.6 4.9 2.8 5.6 2.9 4.9 5.8 13.9 13.6 6.7 1.5 2.8 3.6 3.8 3.6 3.6 4.0 4.0 4.1 3.7 5.5 12.0 13.8 6.1 1.5 2.6 5.2 4.3 3.5 2.9 4.3 9.3 5.6 1.5 1.8 2.5 3.8 3.4 3.0 3.5 4.6 5.4 9.1 10.9 9.0 4.8 2.7 1.3 1.4 2.0 1.9 2.1 2.3 2.6 3.4 3.9 4.3 3.7 3.0 1.7 MH:15 MH:15 MH:15 MH:10 MH:10 MH:15 MH:15 MH:15 MH:18 MH:10 MH:10 MH:10 MH:10 MH:10 MH:10 MH:10 MH:10 MH:18 MH:18 MH:18 MH:18 MH:18 MH:18 ENTRANCE AENTRANCE B NOTE: FOR NIGHT-TIME, DIM THE ENTRY LIGHTS APPROX 90% TO MATCH FC LEVEL OF GARAGE NOTE: FOR NIGHT-TIME, DIM THE ENTRY LIGHTS APPROX 90% TO MATCH FC LEVEL OF GARAGE LUMINAIRE SCHEDULE **REFER TO LIGHTING FIXTURE CUTSHEETS FOR COMPLETE CATALOG NUMBERS** Symbol Fixture Type Fixture Description [MANUFAC] [LUMCAT] CCT, CRI LLF Total Watts Delivered Lumens Filename A1L LED GARAGE LIGHT, TYPE 5QW OPTIC, NOM 5300 LUMENS BEACON SRT2-45-3K7-5QW-UNV-FINISH-LD6-NXWS12F-MS8 3000K, 70 CRI 0.900 47.3 5247 SRT2-45-3K7-5QW.ies A1U LED GARAGE LIGHT, TYPE 5QW OPTIC, NOM 3700 LUMENS BEACON PRODUCTS SRT2-30-4K7-5QW-UNV-FINISH-LD6-NXWS12F-MS8 3000K, 70 CRI

-FINISH-LD6-NXWS12F-MS8 3000K, 70 CRI 0.900 47.3 5247 SRT2-45-3K7-5QW.ies A1U LED GARAGE LIGHT, TYPE 5QW OPTIC, NOM 3700 LUMENS BEACON PRODUCTS SRT2-30-4K7-5QW-UNV-FINISH-LD6-NXWS12F-MS8 3000K, 70 CRI 0.900 31.2 3668 SRT2-30-4K7-5QW.ies A2 LED GARAGE LIGHT, TYPE 5QC OPTIC, NOM 12,500 LUMENS BEACON PRODUCTS SRT2-120-3K7-5C-UNV-FINISH-LD6-NXWS12F-MS8 3000K, 70 CRI 0.900 110.9 12450 SRT2-120-3K7-5C.ies P4W LED POLE MOUNTED AREA LIGHT, TYPE 4W DISTRIBUTION, NOM 6400 LUMENS BEACON VP-1-160L-50-3K7-4W-UNV-A-COLOR-CONTROL + 15FT POLE 3000K, 70 CRI 0.900 50.5 6416 VP-1-160L-50-3K7-4W.ies W2 LED WALL MOUNT, TYPE 2 DISTRIBUTION, NO, 3000 LUMENS BEACON VPW1-24L-25-3K7-2-UNV-COLOR-(CONTROL) 3000K, 70 CRI 0.900 23 2982 VPW1-24L-25-3K7-2.ies W3 LED WALL MOUNT, TYPE 3DISTRIBUTION, NO, 6100 LUMENS BEACON VPW2-18L-50-3K7-3-UNV-COLOR-CONTROL 3000K, 70 CRI 0.900 52.6 6129 VPW2-18L-50-3K7-3.ies W4F LED WALL MOUNT, TYPE 4F DISTRIBUTION, NO, 6100 LUMENS BEACON VPW2-18L-50-3K7-4F-UNV-COLOR-CONTROL 3000K, 70 CRI 0.900 52.6 6149 VPW2-18L-50-3K7-4F.ies W4W LED WALL MOUNT, TYPE 4W DISTRIBUTION, NO, 6100 LUMENS BEACON VPW2-18L-50-3K7-3-UNV-COLOR-CONTROL 3000K, 70 CRI 0.900 52.6 6129 VPW2-18L-50-3K7-3.ies CALCULATION SUMMARYLabel CalcType Units Avg Max Min Avg/Min Max/Min PtSpcTb PtSpcLr ENTRANCE A APRON Illuminance Fc 0.67 1.3 0.2 3.35 6.50 10 10 ENTRANCE A APRON_2 Illuminance Fc 46.33 55.6 39.0 1.19 1.43 10 8 ENTRANCE B - LOWER LEVEL Illuminance Fc 44.21 72.7 9.2 4.81 7.90 10 10 LOWER PARKING SLOPED FLOOR_Top Illuminance Fc 4.54 28.9 1.0 4.54 28.90 10 10 NORTH WALKWAY Illuminance Fc 4.73 7.2 2.4 1.97 3.00 10 10 RAMP WITH EV PARKING_Top_1 Illuminance Fc 3.01 6.0 1.0 3.01 6.00 10 10 UPPER PARKING SLOPED FLOOR_Top Illuminance Fc 4.23 19.6 1.1 3.85 17.82 10 10 S:\PROJECTS\GOMESGR24-223 - 525 NORTHFIELD AVE. WEST ORANGE NJ\CAD\SITE\24-223 C-700 LIGHTING PLAN.DWGCHRISTINA OCASIOPLOTTED:10/22/2025 4:08 PM 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

39 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 RUIQIN CHEN, 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 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 15 AF LIGHTING PLAN C-7008 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 0 SCALE: 1"=20' 20 40 80 ft.