Preliminary and Final Site Plans 03302026

SANITARY LATERAL PROFILE 370 375 380 385 390 370 375 380 385 390 0+00 0+89 EXISTING 8" CLAY 80 L.F. 5 L.F. 6" PVC @ 4.79% 4 L.F. 6" PVC @ 6.19% C.O. RIM: 385.26 I.E. 377.50 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 AMENITY/COWORKING SPACE COMMERCIALSPACE #1 1,200SF LEASING OFFICE BUILDING STORAGE STAIR #5 378 380 382 385 385 388 390 394 396 400 400 402 403 403 403 404 405 405 405 405 405 410 410 410 415 415 415 420 420 424 425 428 430 433 434 434 435 435 436 438 440 440 443 445 448 450 408 405 403 401 400 398 395 392 388 385 383 380 383 387 389 389 390 390 390 390 390 391 383 385 386 387 388 399 400 400 400 400 395 432 430 430 428 426 425 425 432 389 397 397 395 395 393 393 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) 395 400 400 395 405 400 405 384.0 384.0 FF-384.00 FF-387.00 FF-387.00 FF-388.00 FF-402.3 FF-384.00 FF-384.00 FF-386.00 FF-386.90 390.2 389.5 383.8 400.0 400.0 403.2 403.5 403.5 388.0 401.9 402.3 387.5 3 9 0 3 8 9 3 8 7 3 8 6 3 8 5 3 8 4 3 8 9 392 391 393 394 395 396 397 383 386 387 388 389 390 398 399 400 401 402 404 385 384 382 381 382 383 384 385 386 387 388 389 390 3 9 0 388 3 8 8 389 390 401 401 402 402 403 403 402 401 400 399 398 397 396 395 394 393 392 3 91 386.0 389.0 389.8 391.0 400.5 401.0 401.8 399.0 401.5 403.0 402.8 395.0 385.0 382.0 382.0 389.5 388.0 397.3 389.0 TW 390.0 BW 390.0 TW 289.5 BW 388.5 TW 390.0 BW 388.0 403.2 FF 400.2 FF 384.5 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. 386.50 (D1) I.E. 380.20 (A1) INLET A3 GR. 398.00 I.E. 385.50 () I.E. 394.00 (F1) I.E. 394.00 (F2) 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

86.50 (D1) I.E. 380.20 (A1) INLET A3 GR. 398.00 I.E. 385.50 () I.E. 394.00 (F1) I.E. 394.00 (F2) 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) 27 L.F. 15" HP PP @ 5.79% INLET D1 GR. 391.50 I.E. 387.00 (D2) I.E. 386.90 (A2) 22 L.F. 15" HP PP @ 1.81% INLET D3 GR. 395.80 I.E. 392.00 (D2) 83 L.F. 15" HP PP @ 3.60% INLET F1 GR. 397.50 I.E. 395.00 (A3) 36 L.F. 15" HP PP @ 2.80% INLET C1 (DOUBLE E) GR. 383.73 I.E. 380.25 (C7) I.E. 379.50 (A1) I.E. 379.60 (C5) 18 L.F. 18" HP PP @ 5.41% STM MH C2 RIM 400.03 I.E. 388.00 (C5) I.E. 398.75 () I.E. 394.50 (C3) I.E. 398.75 () 123 L.F. 15" HP PP @ 4.24% 5 L.F. 8" PVC @ 5.27% W W OH OH OH G G G G T T T T T T T T C.O. RIM: 385.26 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 OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH PROP. RELOCATED OVERHEAD ELECTRIC LINE PROP. RELOCATED UTILITY POLE AND OVERHEAD ELECTRIC LINE PROP. OVERHEAD ELECTRIC & TELEPHONE LINES PROP. UTILITY POLE PROP. UNDERGROUND ELECTRIC & TELEPHONE LINES 10' CONVERT TO TYPE B INLET PROP. HOUSE METER PROP.ELECTRIC METERS C.O. C3 RIM 400.29 I.E. 396.00 (C2) I.E. 396.00 (C4) 46 L.F. 12" HP PP @ 3.23% C.O. C4 RIM 402.49 I.E. 399.50 (C3) 143 L.F. 12" HP PP @ 2.44% C.O. G2 RIM 381.99 I.E. 378.30 (G1) 14 L.F. 8"HDPE @ 2.16% C.O. F4 RIM 400.80 I.E. 397.50 (F2) 17 L.F. 12" HP PP @ 2.33% STM MH C5 RIM 388.08 I.E. 384.80 (C1) I.E. 385.00 (C6) I.E. 384.80 (C2) C.O. C6 RIM 388.50 I.E. 386.00 (C5) 63 L.F. 12" HP PP @ 1.59% 75 L.F. 15" HP PP @ 4.26% C.O. C7 RIM 383.82 I.E. 381.00 (C1) 19 L.F. 8" HDPE @ 3.87% I.E. 378.00 I.E 399.4 INLET F3 GR. 402.50 I.E. 398.50 (F2) 39 L.F. 15" HP PP @ 3.58% STM MH F2 RIM 401.00 I.E. 397.10 (F3) I.E. 397.00 (A3) I.E. 397.10 (F4) 59 L.F. 15" HP PP @ 5.08% STM MH D2 RIM 392.57 I.E. 389.00 (D3) I.E. 387.50 (D1) 7 L.F. 15" HP PP @ 7.60% 5 L.F. 8" HDPE @ 5.31% I.E 399.4 I.E 399.0 I.E 399.0 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E PROP. CONDUIT FOR CHARGING STATIONS SANITARY UPPER PROFILE 380 385 390 395 380 385 390 395 0+00 0+48 C.O. RIM: 392.61 I.E. 384.50 5 L.F. 6" PVC @ 5.35% 5 L.F. 6" PVC @ 5.20% 38 L.F. 8" PVC @

E E E E E PROP. CONDUIT FOR CHARGING STATIONS SANITARY UPPER PROFILE 380 385 390 395 380 385 390 395 0+00 0+48 C.O. RIM: 392.61 I.E. 384.50 5 L.F. 6" PVC @ 5.35% 5 L.F. 6" PVC @ 5.20% 38 L.F. 8" PVC @ 4.84% G W U S WV GAS LINE WATER LINE SANITARY SEWER ELEC., TEL., DATA STORM SEWER VALVE A INLET E INLET MANHOLE X PROPOSED LEGEND GRANITE BLOCK CURB CONCRETE CURB DEPRESSED CURB FLUSH CURB MOUNTABLE CURB RETAINING WALL FENCE SIGN CURB RAMP S:\PROJECTS\GOMESGR24-223 - 525 NORTHFIELD AVE. WEST ORANGE NJ\CAD\SITE\24-223 C-500 UTILITY PLAN.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, 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 20 40 SCALE: 1"=20' HORIZ., 1"=2' VERT. 80 ft.0 2 4 8 ft.0 AF UTILITY PLAN C-5006 AS SHOWN 0 SCALE: 1"=20' 20 40 80 ft. 20 40 SCALE: 1"=20' HORIZ., 1"=2' VERT. 80 ft.0 2 4 8 ft.0