Civil Plans October 22 4933 3434 73811

376 378 380 382 385 385 388 390 394 396 400 400 402 403 403 403 404 405 405 405 405 405 410 410 410 415 415 415 420 420 424 425 428 430 433 434 434 435 435 436 438 440 440 443 445 448 450 408 405 403 401 400 398 395 392 388 385 383 380 383 387 389 389 390 390 390 390 390 391 383 385 386 387 388 399 400 400 400 400 395 432 430 430 428 426 425 425 432 389 397 397 395 395 393 393 LOT 81.05 LOT 81.02 LOT 81.01 LOT 81.03 LOT 120 N 73°09'33" E (NAD 83) N 71°45'03" E (NAD 83) N 06°34'27" W (NAD 83) S 80°44'12" E (NAD 83) N 09°15'48" E (NAD 83) S 80°44'12" E (NAD 83) N 87°13'48" E (NAD 83) S 05°28'33" W (NAD 83) S 83°25'33" W (NAD 83) N 09°15'48" E (NAD 83) N 06°34'27" W (NAD 83) LOT 1.04 ST. No. 525 LOT 81 LANDS NOW OR FORMERLY OF THE ESTATE OF JOHN DANE LANDS OF THE TOWN OF WEST ORANGE LANDS OF THE TOWN OF WEST ORANGE LANDS N/F HERBERT AUSTIN LOT 1 (BLOCK 159.05) (BLOCK 159.05) LOT 20 (BLOCK 159.05) LOT 18 TOWN OF WEST ORANGE TAX EXEMPTED TURTLE BROOK (RAHWAY RIVER TRIBUTARY) 395 400 400 395 405 400 405 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 LEASING OFFICE BUILDING STORAGE 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 TW 397.00 BW 391.70 TW 402.00 BW 395.00 395.0 TW 400.00 BW 398.50 TW 403.00 BW 401.50 TW 407.00 BW 405.00 TW 413.00 BW 407.00 TW 412.00 BW 408.00 400.0 400.0 390.0 384.0 383.8 395.8 403.5 408.0 403.5 TW 408.0 BW 404.0 403.2 403.5 387.5388.5 390.2 TW 407.50 BW 403.50 TW 393.00 BW 389.50 TW 396.00 BW 393.00 TW 391.00 BW 390.00 FF-384.00 FF-384.00 384.0 FF-385.80 WV WV GV INLET A1 GR. 382.22 I.E. 370.30 (A2) I.E. 378.29 (B1) I.E. 378.50 (C1) INLET A2 GR. 391.30 I.E. 380.20 (A3) I.E. 387.00 (D1) I.E. 380.20 (A1) INLET A3 GR. 395.76 I.E. 385.50 () I.E. 393.25 (F1) I.E. 385.50 (A2) STM MH B1 RIM 390.20 I.E. 384.45 (B2) I.E. 384.35 (A1) 81 L.F. 15" HP PP @ 7.50% INLET B2 GR. 389.00 I.E. 386.00 (B1) 31 L.F. 15" HP PP @4.93% INLET D1 GR. 403.00 I.E. 391.00 (D2) I.E. 387.45 (A2) 43 L.F. 15" HP PP @ 1.05% INLET D2 GR. 398.80 I.E. 394.04 (D1) 61 L.F. 15" HP PP @ 5.00% INLET F1 GR. 399.48 I.E. 395.46 (A3) 44 L.F. 15" HP PP @ 5.00% INLET C1 GR. 383.73 I.E. 379.00

I.E. 387.45 (A2) 43 L.F. 15" HP PP @ 1.05% INLET D2 GR. 398.80 I.E. 394.04 (D1) 61 L.F. 15" HP PP @ 5.00% INLET F1 GR. 399.48 I.E. 395.46 (A3) 44 L.F. 15" HP PP @ 5.00% INLET C1 GR. 383.73 I.E. 379.00 (A1) I.E. 379.10 (C2) 18 L.F. 15" HP PP @ 2.70% STM MH C2 RIM 400.04 I.E. 388.00 (C1) I.E. 398.75 (A16) 198 L.F. 15" HP PP @ 4.49% I.E. 399.00 5 L.F. 6" PVC @ 4.89% W W OH OH OH G G G T T T T T T T T C.O. RIM: 385.27 I.E. 377.50 I.E. 377.75 4 L.F. 6" PVC @ 6.19% I.E. 377.25 5 L.F. 6" PVC @ 4.79% I.E. 384.25 I.E. 384.10 C.O. RIM: 392.61 I.E. 384.50 5 L.F. 6" PVC @ 5.35% I.E. 384.75 5 L.F. 6" PVC @ 5.20% PROP. TRENCH DRAIN GR-400.00 I.E.-399.00 OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH 395.0 400.0 400.0 390.0 384.0 383.8 395.8 403.5 408.0 403.5 403.2 403.5 387.5388.5 390.2 381 382 387 386 384 382 383 399 398 397 393 391 401 388 392 393 394 395 396 397 398 399 400 401 402 403 402 401 401 402 403 389 388 390 389 385 384 385 387 390 400 395 405 400 402 404 398 397 396 395 394 393 392 3 90 3 8 9 38 7 3 8 6 3 8 5 3 8 4 3 9 1 3 9 0 3 8 9 406 407 399 L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L OD L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D 20' 50' STABILIZED CONSTRUCTION ENTRANCE TOPSOIL STOCKPILE LIMIT OF DISTURBANCE 2.150 AC (93,749 SF) PROPOSED 4FT HIGH ORANGE CONSTRUCTION FENCE (TYP) PROPOSED SILT FENCE (TYP) PROPOSED INLET PROTECTION (TYP) PROPOSED TREE PROTECTION (TYP) S:\PROJECTS\GOMESGR24-223 - 525 NORTHFIELD AVE. WEST ORANGE NJ\CAD\SITE\24-223 C-800 SESC 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 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,

CRIPTIONNO. 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 SOIL EROSION & SEDIMENT CONTROL PLAN C-8009 1" = 20' 0 SCALE: 1"=20' 20 40 80 ft.