Town CrierWest Orange, New Jersey
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Supporting Documentation · Apr 15, 2026

Civil Plans Revised 01292026

Preserved file SHA-256f9f981143e350456581c61411b32efec460b7c2de00eae51f19a6c40142840ec

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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 TWO STORY ONE STORY LOT 81.05 LOT 81.02 LOT 81.01 LOT 81.03 LOT 120 1 1/2 STORY BRICK & STUCCO (COMMERCIAL) 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 EXISTING WALKWAY TO BE REMOVED (TYP) EXISTING BUILDING AND CONNECTED FEATURES TO BE DEMOLISHED & REMOVED EXISTING TRAIN CAR TO BE REMOVED EXISTING SIGN TO BE REMOVED EXISTING IMPROVEMENTS WITHIN LIMIT OF DISTURBANCE TO BE REMOVED (TYP.) EXISTING STORM SEWER MAIN AND CONNECTED INLETS TO REMAIN EXISTING TREES TO BE REMOVED (TYP) EXISTING PILLARS & LIGHT FIXTURES TO BE REMOVED (TYP.) EXISTING GAS & WATER LINES TO BE REMOVED, CUT AND CAPPED AT VALVE LOCATIONS (TYP) EXISTING STONE RETAINING WALL TO BE DEMOLISHED AND REMOVED EXISTING UTILITY POLE AND OVERHEAD WIRE TO BE REMOVED EXISTING UTILITY POLE, GUY WIRE AND OVERHEAD WIRING TO BE RELOCATED EXISTING INLET TO BE CONVERTED TO B-INLET EXISTING SIGN TO BE REMOVED EXISTING SIGN TO BE REMOVED EXISTING 2' WIDE PAVEMENT STRIP TO BE MILLED EXISTING PAVEMENT TO BE SAWCUT, 2' O.C. FROM PROPOSED SERVICE LINE (TYP) 1-2 3 5-6 4 38 39 41 40 42 43 44 45-46 30-32 27-29 33 34 35 36 37 7 26 8 25 9 10 11 17 12 13 16 14 15 18-1920 21 23 22 24 48 47 51-52 EXIST RR-TIE WALL TO BE REMOVED 49 EXISTING TREES TO BE REMOVED (TYP) 53-54 50 86.5' 30.4' EXISTING ADA RAMP AND FEATURES TO BE REMOVED TREE # TREE SIZE (TYP.) 57.9' 49.3' 16.1' 29.7' 30.5' 55 S:\PROJECTS\GOMESGR24-223 - 525 NORTHFIELD AVE. WEST ORANGE NJ\CAD\SITE\24-223 C-100 EXISTING CONDITIONS.DWGANTHONY

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AND FEATURES TO BE REMOVED TREE # TREE SIZE (TYP.) 57.9' 49.3' 16.1' 29.7' 30.5' 55 S:\PROJECTS\GOMESGR24-223 - 525 NORTHFIELD AVE. WEST ORANGE NJ\CAD\SITE\24-223 C-100 EXISTING CONDITIONS.DWGANTHONY FACCHINOPLOTTED:2/5/2026 12:31 PM 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 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 16 2 01-29-2026 SUBMISSION TO TWP. AF AF EXISTING CONDITIONS AND DEMOLITION PLAN C-1003 1" = 20' 0 SCALE: 1"=20' 20 40 80 ft. 1. Locations and types of utilities shown hereon are derived from field location and available utility maps. Prior to any excavation contact the Township of West Orange Engineer's office, sewer, and water departments, the local carriers of telephone and cable, and Public Service Electric & Gas Co. For location, depth and mark-out of utilities you must call 800-272-1000 2. All elevations and contours shown are existing and are based on NAVD 88, derived from Global Positioning System, (GPS). Said elevations based on the "Continuously Operating Reference Station" (CORS), positioned at NJIT. 3. Total lot area = 110,205 sq. ft. or 2.530 acres. 4. This survey is subject to the facts and findings of a complete title search. 5. This survey is not valid unless signed and sealed

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tioned at NJIT. 3. Total lot area = 110,205 sq. ft. or 2.530 acres. 4. This survey is subject to the facts and findings of a complete title search. 5. This survey is not valid unless signed and sealed by the licensed surveyor. 6. Per the National Flood Insurance Program Map No. 34013C 0094 F with an effective date of June 4, 2007 the property shown here on partially falls in Zone AE and Zone X; the property partially falls in a Special Flood Hazard Area. For design purposes reference Preliminary Maps on the FEMA website. 7. Per a letter dated 2-21-2025, from the State of New Jersey, a Flood Hazard Area Permit is not required for this site.

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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 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/ COWORKINGSPACE COMMERCIAL SPACE #1 1,200SF 4' FLAT UPPER PARKING TOTAL: 77 SPACES DOWN RAMP PARKING TOTAL: 16 SPACES FLAT LOWER PARKING TOTAL: 87 SPACES 16 3 20 20 13 2 5 14255 4 3 7 6 6 4 4 2 19 LEASING OFFICE BUILDING STORAGE 18'24'18' 9'5'24'18' 18'24' 18'18'24'18' 25' 18' 17' COMPACT 2 27' 24' COMPACT 9' TYP 1' 24' 25' 24' 36' 25' 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 X X 30'REAR YARD SETBACK 10' SIDE YARD SETBACK 30' FRONT YARD SETBACK 25' SIDE/FRONT YARD SETBACK 18' 24' 18' PROP. 4' WIDE CONCRETE SIDEWALK PROP. TANDEM PARKING (TYP) PROP. ELECTRIC VEHICLE PARKING MARKING & SIGNAGE (TYP) PROP. ADA PARKING AND WALL MOUNTED SIGNAGE (TYP) PROP. DEPRESSED CURB AND DRIVEWAY APRON (TYP) PROP. WHEEL STOP (TYP) PROP. FULL HEIGHT CURB (TYP) PROP. SIDEWALK REPAIR, 2' WIDE O.C. FROM SERVIE (TYP) PROP. PAVEMENT REPAIR, 2' WIDE O.C. FROM SERVICE (TYP) PROP. 2' WIDE PAVEMENT REPAIR STRIP PROP. AMENITY AREA ABOVE (SEE ARCH PLANS) PROP. AMENITY AREA ABOVE (SEE ARCH PLANS) PROP. STOP BAR WITH "STOP" PAVEMENT MARKING AND STOP SIGN (TYP) 27' 30' 0.4' 2.6' 28.5' 61.7' 73.1' 22.9' 20.2' 35.2' 64.3' 73.3' 0.6' 8.4' 3.5' 41.4' 91.3' 46.8' 18' 9' 9' 9' 9' 4.5' 9' 24' 24' 18' 9' 5'2' 18'18'18' 18' 8' 8' 8' 13.6' 24' 4' 27.9' PROP. MASONARY BLOCK WALL WITH BRICK VENEER PROP. MASONRY BLOCK WALL WITH BRICK VENEER 1.2' PROP. 4' HIGH C/L FENCE PROP. TIMBER GUIDE RAIL PROP. RETAINING WALL END WALL END WALL END WALL END WALL PROP. BITUMINOUS PAVEMENT (TYP) PROP. BITUMINOUS PAVEMENT (TYP) EXIST. CROSSING AHEAD SIGN TO REMAIN EXIST. FENCE TO REMAIN CONCRETE SIDEWALK ANY EXISTING DAMAGED SIDEWALK SHALL BE

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L END WALL END WALL PROP. BITUMINOUS PAVEMENT (TYP) PROP. BITUMINOUS PAVEMENT (TYP) EXIST. CROSSING AHEAD SIGN TO REMAIN EXIST. FENCE TO REMAIN CONCRETE SIDEWALK ANY EXISTING DAMAGED SIDEWALK SHALL BE REPLACED EXISTING CONC CURB TO REMAIN REPLACE CONC CURB WITH BELGUIM BLOCK 3.3' 10.6' 25.9' PROP. NO LEFT TURN SIGN ADA CURB RAMP AND DETECTABLE WARNING TYP. 4' X PROPOSED LEGEND GRANITE BLOCK CURB CONCRETE CURB DEPRESSED CURB FLUSH CURB MOUNTABLE CURB RETAINING WALL FENCE SIGN CURB RAMP © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TMAP MOBILITY Earthstar Geographics SIO S 83°25'33" W (NAD 83) ST. No. 525 SIGHT LINE 475 FT ELEV #2 ROOM VEST. RESIDENTIAL LOBBY TRASH ROOM STAIR #2 STAIR #4 ZEN GARDEN COWORKINGSPACE SPACE #1 1,200SF 4' 13 2 4 18' SIGHT LINE475 FT SIGHT LINE 475 FT AS NOTED S:\PROJECTS\GOMESGR24-223 - 525 NORTHFIELD AVE. WEST ORANGE NJ\CAD\SITE\24-223 C-300 SITE LAYOUT PLAN.DWGANTHONY FACCHINOPLOTTED:2/5/2026 12:31 PM 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 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 16 2 01-29-2026 SUBMISSION TO TWP. AF AF SITE LAYOUT PLAN C-3004 SIGHT DISTANCE LAYOUT SCALE: 1" = 40' 40 80 SCALE: 1"=40' 160 ft.0 SITE LAYOUT PLAN SCALE: 1" =

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01 GOMESGR24-223 AF OCTOBER 22, 2025 OF 16 2 01-29-2026 SUBMISSION TO TWP. AF AF SITE LAYOUT PLAN C-3004 SIGHT DISTANCE LAYOUT SCALE: 1" = 40' 40 80 SCALE: 1"=40' 160 ft.0 SITE LAYOUT PLAN SCALE: 1" = 20' 20 40 SCALE: 1"=20' 80 ft.0

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376 378 380 382 385 385 388 390 394 396 400 400 402 403 403 403 404 405 405 405 405 405 410 410410 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 395 400 400 395 405 400 405 SIGHT LINE 475 FT 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/ COWORKINGSPACE COMMERCIAL SPACE #1 1,200SF 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 X X 408.0 403.2 SIGHT LINE 475 FT SIGHT LINE 475 FT 384.0 384.0 TW 393.00 BW 389.50 TW 397.00 BW 392.70 TW 396.00 BW 393.00 TW 391.00 BW 390.00 TW 402.00 BW 395.00 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 TW 408.0 BW 404.0 TW 407.50 BW 403.50 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 FF-386.90 408.0 390.2 390.0 383.8 400.0 400.0 403.2 403.5 403.5 388.5 387.5 395.8 401.9 392.0 3 9 0 3 8 9 3 8 7 3 8 6 3 8 5 3 8 4 3 9 1 3 9 0 38 9 406 407 399 392 391 393 394 395 396 397 383 386 387 388 389 390 398 399 400 401 402 404 385 384 382381 382 383 384 385 386 387 388 389 390 3 9 0 388 3 8 8 389 390 401 401 402 402 403 403 402 401 400 399 398 397 396 395 394 393 392 405 404 403 402 401 400 398 397 396 394 393 392 395 3 9 1 402.3 387.5 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 1" = 20' 20 40 SCALE: 1"=20' 80 ft.0 S:\PROJECTS\GOMESGR24-223 - 525

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OLE X PROPOSED LEGEND GRANITE BLOCK CURB CONCRETE CURB DEPRESSED CURB FLUSH CURB MOUNTABLE CURB RETAINING WALL FENCE SIGN CURB RAMP 1" = 20' 20 40 SCALE: 1"=20' 80 ft.0 S:\PROJECTS\GOMESGR24-223 - 525 NORTHFIELD AVE. WEST ORANGE NJ\CAD\SITE\24-223 C-400 GRADING PLAN.DWGANTHONY FACCHINOPLOTTED:2/5/2026 12:31 PM 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 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 16 2 01-29-2026 SUBMISSION TO TWP. AF AF GRADING PLAN C-4005

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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 STAIR #5 AMENITY/COWORKING SPACE COMMERCIALSPACE #1 1,200SF 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 X X 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) 384.0 384.0 TW 393.00 BW 389.50 TW 397.00 BW 392.70 TW 396.00 BW 393.00 TW 391.00 BW 390.00 TW 402.00 BW 395.00 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 TW 408.0 BW 404.0 TW 407.50 BW 403.50 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 FF-386.90 408.0 390.2 390.0 383.8 400.0 400.0 403.2 403.5 403.5 388.5 387.5 395.8 401.9 392.0 3 9 0 3 89 387 3 8 6 3 8 5 3 8 4 3 9 1 3 9 0 3 8 9 406 407 399 392 391 393 394 395 396 397 383 386 387 388 389 390 398 399 400 401 402 404 385 384 382 381 382 383 384 385 386 387 388 389 390 3 9 0 388 3 8 8 389 390 401 401 402 402 403 403 402 401 400 399 398 397 396 395 394 393 392 405 404 403 402 401 400 398397 396 394393 392 395 391 402.3 387.5 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. 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. 395.00 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"

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@ 7.50% INLET B2 GR. 389.00 I.E. 386.00 (B1) 31 L.F. 15" HP PP @ 4.93% INLET D1 GR. 395.00 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. 402.80 I.E. 395.46 (A3) 44 L.F. 15" HP PP @ 5.00% INLET C1 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 400.04 I.E. 388.00 (C5) I.E. 398.75 (A16) I.E. 394.50 (C3) 123 L.F. 15" HP PP @ 4.24% I.E. 399.00 5 L.F. 8" PVC @ 4.89% 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) 53 L.F. 12" HP PP @ 2.81% 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. F2 RIM 402.38 I.E. 399.25 () 62 L.F. 12" HP PP @ 9.73% STM MH C5 RIM 388.13 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) 68 L.F. 12" HP PP @ 1.46% 76 L.F. 15" HP PP @ 4.24% C.O. C7 RIM 383.82 I.E. 381.00 (C1) 19 L.F. 8" HDPE @ 3.87% I.E. 378.00 I.E. 399.00 I.E 399.4 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:2/5/2026 12:32 PM 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

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