Preliminary and Final Site Plans 03302026

HAT VISIBLE BULGES DEVELOP IN THE FENCE OR REACHES HALFWAY UP THE FENCE. 3. SILT FENCE SHALL ONLY BE REMOVED AFTER VEGETATIVE GROWTH OR OTHER STABILIZATION MEASURES HAVE BEEN ACHIEVED. TREE PROTECTION DETAIL TREE PROTECTION NOTES: 1. SNOW FENCING SHOULD BE INSTALLED AT DRIP LINE OF TREE BRANCHES. 2. NO BOARDS ARE TO BE NAILED TO TREES. 3. FEEDER ROOTS SHOULD NOT BE CUT INSIDE THE TREE BRANCHES DRIP LINE. 4. TREE LIMB REMOVAL, WHERE NECESSARY, WILL BE DONE TO TRUNK OR MAIN BRANCH. 5. ALL TREES INSIDE THE LIMIT OF DISTURBANCE TO BE PRESERVED MUST BE PROTECTED WITH ORANGE TREE PROTECTION FENCE. 6. PROTECT TREE DRIPLINE ROOT AREA. ANY CHANGE MUST BE FORWARDED (PRIOR TO WORK BEING COMPLETED) TO THE TOWNSHIP FORESTER FOR APPROVAL. WOOD SNOW FENCE PLACE METAL POSTS EVERY 8' ANCHOR POSTS 3' INTO GROUND Estimate a tree's Protected Root Zone (PRZ) by calculating the Critical Root Radius (CRR). 1. Measure the DBH (Diameter of tree at breast height, 4.5 feet above ground on the uphill side of tree) in inches. 2. Multiply measured DBH by 1.5 or 1.0. Express the result in feet. DBH x 1.5: Critical Root Radius for older, unhealthy, or sensitive species. DBH x 1.0: Critical Root Radius for younger, healthy or tolerant species. TOPSOIL STOCKPILE DETAIL NOT TO SCALE SILT FENCE PROTECTION (TYP.) 2' HIGH MIN REFER TO STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY - 3.9.1 NOTE: TOPSOIL RECOVERY EXPECTED TO BE MINIMAL FROM THIS SITE EROSION CONTROL BLANKET DETAIL AS NOTED SOIL COMPACTION EXEMPTION NOTE AS DETERMINED BY THE STATE POLICY MAP, THE PROJECT AREA FALLS WITHIN THE METROPOLITAN PLANNING AREA (PA1). UNDER EXISTING CONDITIONS, THE SITE IS NOT COVERED IN WOODY VEGETATION NOR REGROWTH. IN ACCORDANCE WITH NEW JERSEY STANDARD FOR LAND GRADING (REVISED 2017), NON WOODY VEGETATED PA1 AREAS FALL UNDER THE SOIL COMPACTION EXEMPTION AS A "URBAN REDEVELOPMENT" AND IS DEFINED BY NJDEP AS "PREVIOUSLY DEVELOPED" 1. SEEDING RATE FOR WARM GRASS, SELECTION 5-7 SHALL BE ADJUSTED TO REFLECT THE AMOUNT OF PURE LINE SEED (PLS) AS DETERMINED BY A GERMINATION TEST RESULT. NO ADJUSTMENT IS REQUIRED FOR COOL SEASON GRASSES 2. MAY BE PLANTED THROUGHOUT SUMMER, IF SOIL MOISTURE IS ADEQUATE OR SEEDED AREA CAN BE IRRIGATED 3. TWICE THE DEPTH FOR SANDY SOILS PERMANENT VEGETATIVE COVER APPLICATION SEED SELECTIONS SEEDING RATE (POUNDS/ACRE) LIMESTONE (tons/Acre) FERTILIZER (lbs/Acre)

DEQUATE OR SEEDED AREA CAN BE IRRIGATED 3. TWICE THE DEPTH FOR SANDY SOILS PERMANENT VEGETATIVE COVER APPLICATION SEED SELECTIONS SEEDING RATE (POUNDS/ACRE) LIMESTONE (tons/Acre) FERTILIZER (lbs/Acre) OPTIMUM SEEDING DATES RESIDENTIAL/COMMERCIAL LOTS TURF TYPE TALL FESCUE 150 2 50 10-20-10 3/1-4/30 & 8/15-11/15 DRAINAGE DITCHES REED CANARY GRASS 25 2 50 10-20-10 3/1-4/30 & 8/15-11/15 SWALES AND DETENTION BASINS KENTUCKY BLUEGRASS 60 2 50 10-20-10 3/1-4/30 & 8/15-11/15 SEED SELECTIONS 1.0 1.0 5/1-9/1 5/1-9/1 5/15-8/15 5/15-8/15 6/1-8/1 6/1-8/1 2/15-5/1 8/15-10/15 2/15-5/1 8/15-10/15 8/15-10/15 8/1-12/15 3/1-5/15 8/15-10/1 3/1-5/15 8/15-10/1 8/15-10/1 8/1-11/15 3/15-6/1 8/1-9/15 3/15-6/1 8/1-9/15 8/1-9/15 8/1-11/1 0.5 1.0 1.0 1.0 0.5 0.7 1.0 2.0 2.2 2.8 20 30 100 86 96 112 ZONE 7a, 7bZONE 6bZONE 5b, 6sPer 1000 Sq. Ft.Per Acre PEARL MILLET MILLET(GERMAN OR HUNGARIAN) WARM SEASON GRASSES OPTIMUM SEEDING DEPTH (3) (inches) OPTIMUM SEEDING DATE (2) based on Plant Hardiness Zone SEEDING RATE (1) (pounds) COOL SEASON GRASSES PERENNIAL RYEGRASS SPRING OATS WINTER BARLEY WINTER CEREAL RYE 150 25 60 APPLICATION RESIDENTIAL/COMMERCIAL LOTS DRAINAGE DITCHES SWALES AND DETENTION BASINS 3/1-4/30 & 8/15-11/15 3/1-4/30 & 8/15-11/15 LIMESTONE (tons/Acre) 2 2 FERTILIZER (lbs/Acre) 50 10-20-10 50 10-20-10 OPTIMUM SEEDING DATES SEEDING RATE (pounds/Acre) TURF TYPE TALL FESCUE REED CANARY GRASS KENTUCKY BLUEGRASS SEED SELECTIONS PERMANENT VEGETATIVE COVER 1. SEEDING RATE FOR WARM GRASS, SELECTION 5-7 SHALL BE ADJUSTED TO REFLECT THE AMOUNT OF PURE LINE SEED (PLS) AS DETERMINED BY A GERMINATION TEST RESULT. NO ADJUSTMENT IS REQUIRED FOR COOL SEASON GRASSES 2. MAY BE PLANTED THROUGHOUT SUMMER, IF SOIL MOISTURE IS ADEQUATE OR SEEDED AREA CAN BE IRRIGATED 3. TWICE THE DEPTH FOR SANDY SOILS TEMPORARY VEGETATIVE STABILIZATION GRASSES, SEEDING RATES, DATES AND DEPTHS SOIL EROSION AND SEDIMENT CONTROL NOTES 1. All soil erosion and sediment control practices on this plan will be constructed in accordance with the“New Jersey Standards for Soil Erosion and Sediment Control”7th Edition last revised December 2017. These measures will be installed prior to any major soil disturbance or in their proper sequence and maintained until permanent protection is established. 2. All soil to be exposed or stockpiled for a period of greater than 14 days, and not under active construction, will be

their proper sequence and maintained until permanent protection is established. 2. All soil to be exposed or stockpiled for a period of greater than 14 days, and not under active construction, will be temporarily seeded and hay mulched or otherwise provided with vegetative cover. This temporary cover shall be maintained until such time whereby permanent restabilization is established. 3. Seeding Dates:The following seeding dates are recommended to best establish permanent vegetative cover within most locations in the HEPSCD: Spring - 3/1-5/15 and Fall - 8/15 - 10/1 4. Sediment fences are to be properly trenched and maintained until permanent vegetative cover is established 5. All storm drainage inlets shall be protected by one of the practices accepted in the Standards, and protection shall remain until permanent stabilization has been established. Storm drainage outlet points shall be protected as required before they become functional. 6. Mulch materials shall be un-rotted small grain straw applied at the rate of 70 to 90 pounds per 1,000 square feet and anchored with a mulch anchoring tool, liquid mulch binders, or netting tie down. Other suitable materials may be used if approved by the Soil Conservation District. 7. All erosion control devices shall be periodically inspected, maintained and corrected by the contractor. Any damage incurred by erosion shall be rectified immediately. 8. The Hudson-Essex-Passaic Soil Conservation District will be notifiedin writingat least 48 hours prior to any soil disturbing activities.Fax - (862) 333-4507 OR email -INFORMATION@HEPSCD.ORG 9. The applicant must obtain a District issued Report-of-Compliance prior to applying for the Certificate of Occupancy or Temporary Certificate of Occupancy from the respective municipality, NJ - DCA or any other controlling agency.Contact the District at 862-333-4505 to request a Final Inspection, giving advanced notice upon completion of the restabilization measures. A performance deposit may be posted with the District when winter weather or snow cover prohibits the proper application of seed, mulch, fertilizer or hydro-seed. 10. Paved roadways must be kept clean at all times. Do not utilize a fire or garden hose to clean roads unless the runoff is directed to a properly designed and functioning sediment basin. Water pumped out of the excavated areas contains sediments that must be

tilize a fire or garden hose to clean roads unless the runoff is directed to a properly designed and functioning sediment basin. Water pumped out of the excavated areas contains sediments that must be removed prior to discharging to receiving bodies of water using removable pumping stations, sump pits, portable sedimentation tanks and/or silt control bags. 11. All surfaces having lawn or landscaping as final cover are to be provided topsoil prior to re-seeding, sodding or planting. A depth of 5 inches, firmed in place, is required, as per the Standards for Topsoiling and Land Grading, last revised December 2017. 12. All plan revisions must be submitted to the District for proper review and approval. 13. A crushed stone wheel cleaning tracking-pad is to be installed at all site exits using 2 ½ -1”crushed angular stone (ASTM 2 or 3) to a minimum length of 50 feet and minimum depth of 6”. All driveways must be provided with crushed stone until paving is complete. 14. Steep slopes incurring disturbance may require additional stabilization measures. These “special” measures shall be designed by the applicant's engineer and be approved by the Soil Conservation District. 15. The Hudson-Essex-Passaic Soil Conservation District shall be notified, in writing, for the sale of any portion of the project or for the sale of individual lots. New owners' information shall be provided. Additional measures deemed necessary by District officials shall be implemented as conditions warrant. 16. Project site is located in the Metropolitan Planning Area (PA-1) District and has been previously developed therefore, isexempt from soil restoration under exemption #6 on page 19-2 of the New Jersey Standards for Soil Erosion Sediment Control.

ASPHALT PAVEMENT SECTION (ON-SITE) N.T.S. STANDARD PARKING SPACE STRIPING N.T.S. ADA PARKING SPACE STRIPING N.T.S. SIGN MOUNTING DETAIL N.T.S. STOP BAR DETAILTRAFFIC FLOW ARROWS N.T.S. PEDESTRIAN CROSSWALK DETAIL HANDICAD CURB RAMP DETAILS NOT TO SCALE WIDE SIDEWALK 6" CURBING 6'0" 6'0" 4' MIN 6'0" CURBING SLOPE SIDEWALK 1:12 TYP. SLOPE SIDEWALK 1:12 TYP. Truncated Dome Detectable Warning FLUSH W/ CURB CURBING DETECTABLE WARNING SURFACE N.T.S. TRAFFIC SIGN MOUNTING DETAIL N.T.S. PRECAST CONCRETE WHEEL STOP N.T.S. ESSEX CTY. SIDEWALK/DRIVEWAY APRON NOT TO SCALE DEP. CONCRETE & VERTICAL CURB PER ESSEX COUNTY NOT TO SCALE ASPHALT PAVEMENT SECTION (ON COUNTY ROAD) N.T.S. AF CONSTRUCTION DETAILS C-90011 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, 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

'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

PLASTIC LADDER RUNG N.T.S. TYPE "B" INLET N.T.S. TRENCH/BACKFILL SECTION N.T.S. CLEANOUT RISER COVER DETAIL NOT TO SCALE AF CONSTRUCTION DETAILS C-90213 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, 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

METER SETTING DIAGRAMS N.T.S. DOMESTIC N.T.S. FIRE N.T.S. THRUST BLOCK DETAILS N.T.S. SANITARY SEWER BUILDING CONNECTION N.T.S. WET TAP TIE-IN DETAIL N.T.S. CURB VALVE DETAIL N.T.S. WATER SERVICE INSTALLATION DETAIL N.T.S. SANITARY CLEANOUT N.T.S. WATER MAIN CONNECTION DETAIL N.T.S. AF CONSTRUCTION DETAILS C-90314 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, 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

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 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 AMENITY/ COWORKING SPACE COMMERCIAL SPACE #1 1,200SF LEASING OFFICE BUILDING STORAGE STAIR #5 384.0 384.0 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 86 38 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 88 389 390 401 401 402 402 403 403 402 401 400 399 398 397 396 395 394 393 392 3 9 1 386.0 389.0 389.8 391.0 400.5 401.0 401.8 399.0 401.5 403.0 402.8 395.0385.0 382.0 382.0 389.5 388.0 397.3 389.0 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 TREE TO BE REMOVED TYP. X X X X X X X X X X X X L O D L O D L O D L O D L O D L O D L O D L O D LO D L O D L O D L O D L O D LO D LO 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 DL O D L OD L O D L O D L O D L OD L O D X PROPOSED LEGEND GRANITE BLOCK CURB CONCRETE CURB DEPRESSED CURB FLUSH CURB MOUNTABLE CURB RETAINING WALL FENCE SIGN CURB RAMP S:\C3DSUPPORT\TEMPLATES\JK CIVIL STANDARD LAYOUTS.DWT CARL FLEURIMOND PLOTTED: 6/12/2019 8:04 AM 0 SCALE: 1"=20' 20 40 80 ft. SLOPE