Civil Plans October 22 4933 3434 73811

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.

S:\PROJECTS\GOMESGR24-223 - 525 NORTHFIELD AVE. WEST ORANGE NJ\CAD\SITE\24-223 C-850 SESC DETAILS AND NOTES.DWGCHRISTINA OCASIOPLOTTED:10/22/2025 4:07 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, 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 DUST CONTROL NOTES 1. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS, AND INSTALL ALL MEASURES NECESSARY TO REASONABLY CONTROL SOIL EROSION AND TO PREVENT SEDIMENT FROM WASHING DOWNSTREAM OR FROM BEING BLOWN ABOUT THE SITE AND INTO ADJACENT NEIGHBORHOODS. 2. THE CONTRACTOR IS TO FOLLOW THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN INCLUDING THE GENERALIZED SEQUENCE OF CONSTRUCTION. 3. DUST CONTROL METHODS, EQUIPMENT, PRODUCTS, SEQUENCE OF OPERATIONS, AND MAINTENANCE IS TO FOLLOW THE REQUIREMENTS OF THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY, LATEST REVISION. THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST (PAGE NUMBERS REFER TO THE NJ STANDARDS): MULCHES - SEE STANDARD FOR STABILIZATION WITH MULCHES ONLY (PG. 5-1). VEGETATIVE COVER - SEE STANDARD FOR TEMPORARY VEGETATIVE COVER (PG. 7-1), PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION (PG. 4-1), AND PERMANENT STABILIZATION WITH SOD (PG. 6-1) TILLAGE - TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY MEASURE

ENT VEGETATIVE COVER FOR SOIL STABILIZATION (PG. 4-1), AND PERMANENT STABILIZATION WITH SOD (PG. 6-1) TILLAGE - TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY MEASURE WHICH SHOULD BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART, AND SPRING-TOOTHED HARROWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT. SPRINKLING - SITE IS SPRINKLED UNTIL THE SURFACE IS WET. BARRIERS - SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY, AND SIMILAR MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING. CALCIUM CHLORIDE - SHALL BE IN THE FORM OF LOOSE, DRY GRANULES OF FLAKES FINE ENOUGH TO FEED THROUGH COMMONLY USED SPREADERS AT A RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO PREVENT WASHING INTO STREAMS, OR ACCUMULATION AROUND PLANTS. STONE - COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL. SPRAY-ON ADHESIVES - ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS. TABLE 16-1: DUST CONTROL MATERIALS WATER TYPE OF APPLICATION MATERIAL DILUTION NOZZLE RATE ANIONIC ASPHALT EMULSION 7:1 COARSE SPRAY 1200 LATEX EMULSION 12.5:1 FINE SPRAY 235 RESIN IN WATER 4:1 FINE SPRAY 300 POLYACRYLAMIDE (PAM) - SPRAY ON APPLY ACCORDING TO MFR. INSTRUCTIONS MAY ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO FLOCCULATE AND POLYACRYLAMIDE (PAM) - DRY SPRAY PRECIPITATE SUSPENDED COLLOIDS. SEE SEDIMENT BASIN STANDARD (PG.26-1) ACIDUATED SOY BEAN SOAP STICK NONE COARSE SPRAY 1200 4. IF SOIL, DUST, OR MUD SHOULD GET TRACKED ONTO AREA ROADWAYS, THE CONTRACTOR IS TO USE POWER BROOMS, SWEEPERS, OR OTHER SUITABLE MEANS TO PROMPTLY REMOVE SUCH MATERIALS. 5. THE CONTRACTOR IS TO MAINTAIN THE SOIL EROSION, SEDIMENT CONTROL AND DUST CONTROL FEATURES UNTIL THE SITE HAS BEEN PERMANENTLY STABILIZED, APPROVED, AND ACCEPTED BY THE OWNER. AF SOIL EROSION & SEDIMENT CONTROL NOTES & DETAILS C-85010 N.T.S. STABILIZED CONSTRUCTION ACCESS DETAIL PLAN VIEW LENGTH OF STONE REQUIRED COURSE GRAINED SOILS FINE GRAINED SOILS MINIMUM TO BE WIDTH OF PROPOSED INGRESS OR EGRESS EXISTING GROUND SEE "STANDARDS FOR S.E. AND S.C. IN N.J." SECTION #29 DATED JANUARY 2014 (AS AMENDED) FOR DETAILED REQUIREMENTS PROFILE 6" MIN. ASTM C-33 NO. 2 OR NO. 3 CRUSHED ANGULAR

GRESS OR EGRESS EXISTING GROUND SEE "STANDARDS FOR S.E. AND S.C. IN N.J." SECTION #29 DATED JANUARY 2014 (AS AMENDED) FOR DETAILED REQUIREMENTS PROFILE 6" MIN. ASTM C-33 NO. 2 OR NO. 3 CRUSHED ANGULAR STONE EXISTING GROUND NOTE:PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC R.O.W. PERCENT SLOPE OF ROADWAY SILT FENCE DETAIL N.T.S. FLOW 1' MIN.2' MIN 6" 6" DIG 6 " DEEP TRENCH, BURY BOTTOM FLAP, TAMP IN PLACE FABRIC SECURED TO POST WITH METAL FASTENERS AND REINFORCEMENT BETWEEN FASTENER AND FABRIC DRAWSTRING RUNNING THROUGH FABRIC ALONG TOP OF FENCE FENCE POST - 8 FT ON CENTERS SILT ACCUMULATION REQUIREMENTS FOR SILT FENCE: 1. FENCE POSTS SHALL BE SPACED 8 FEET CENTER-TO-CENTER OR CLOSER. THEY SHALL EXTEND AT LEAST 2 FEET INTO THE GROUND AND EXTEND AT LEAST 2 FEET ABOVE GROUND. POSTS SHALL BE CONSTRUCTED OF HARDWOOD WITH A MINIMUM DIAMETER THICKNESS OF 1 1/2 INCHES. 2. A METAL FENCE WITH 6 INCH OR SMALLER OPENINGS AND AT LEAST 2 FEET HIGH MAY BE UTILIZED, FASTENED TO THE FENCE POSTS, TO PROVIDE REINFORCEMENT AND SUPPORT TO THE GEO-TEXTILE FABRIC WHERE SPACE FOR OTHER PRACTICES IS LIMITED AND HEAVY SEDIMENT LOADING IS EXPECTED. 3. A GEO-TEXTILE FABRIC, RECOMMENDED FOR SUCH USE BY THE MANUFACTURER, SHALL BE BURIED AT LEAST 6 INCHES DEEP IN THE GROUND. THE FABRIC SHALL EXTEND AT LEAST 2 FEET ABOVE THE GROUND. THE FABRIC MUST BE SECURELY FASTENED TO THE POSTS USING A SYSTEM CONSISTING OF METAL FASTENERS (NAILS OR STAPLES) AND A HIGH STRENGTH REINFORCEMENT MATERIAL (NYLON WEBBING, GROMMETS, WASHERS, ETC.) PLACED BETWEEN THE FASTENER AND THE GEO-TEXTILE FABRIC. THE FASTENING SYSTEM SHALL RESIST TEARING AWAY FROM THE POST. THE FABRIC SHALL INCORPORATE A DRAWSTRING IN THE TOP PORTION OF THE FENCE FOR ADDED STRENGTH. MAINTENANCE 1. SILT FENCE SHALL BE INSPECTED AFTER EVERY RAIN EVENT. ANY DAMAGE MUST BE REPAIRED IMMEDIATELY. 2. SEDIMENT AND DEBRIS SHALL BE REMOVED FROM THE UPSTREAM SIDE OF THE SILT FENCE WHEN IT ACCUMULATES TO THE EXTENT THAT 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

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" 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 JULY 2017, EFFECTIVE 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. SOIL TO BE EXPOSED OR STOCKPILED FOR A PERIOD OF GREATER THAN 14 DAYS, AND NOT UNDER ACTIVE CONSTRUCTION, MAY BE REQUIRED TO BE TEMPORARILY MULCHED, AND SEEDED OR OTHERWISE PROVIDED WITH VEGETATIVE COVER AS PER APPENDIX A3. THIS TEMPORARY

PERIOD OF GREATER THAN 14 DAYS, AND NOT UNDER ACTIVE CONSTRUCTION, MAY BE REQUIRED TO BE TEMPORARILY MULCHED, AND SEEDED OR OTHERWISE PROVIDED WITH VEGETATIVE COVER AS PER APPENDIX A3. 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 CITY OF NEWARK ENGINEER'S OFFICE WILL BE NOTIFIED IN WRITING AT LEAST 48 HOURS PRIOR TO ANY SOIL DISTURBING ACTIVITIES. 9. 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 REMOVED PRIOR TO DISCHARGING TO RECEIVING BODIES OF WATER USING REMOVABLE PUMPING STATIONS, SUMP PITS, PORTABLE SEDIMENTATION TANKS AND/OR SILT CONTROL BAGS. 10. ALL SURFACES HAVING LAWN OR LANDSCAPING AS FINAL COVER ARE TO BE PROVIDED TOPSOIL PRIOR TO RE-SEEDING, SODDING OR PLANTING. A DEPTH OF 5.0 INCHES, FIRMED IN PLACE, IS REQUIRED, AS PER THE STANDARDS FOR TOPSOILING AND LAND GRADING, EFFECTIVE DECEMBER 2017. 11. ALL PLAN REVISIONS MUST BE SUBMITTED TO THE DISTRICT FOR PROPER REVIEW AND APPROVAL. 12. 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”.

APPROVAL. 12. 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. 13. 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. HEPSCD251SESCNOTES_7THEDREV2017 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) 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

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

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. CONCRETE AND APRON DETAIL N.T.S. PEDESTRIAN CROSSWALK DETAIL 9"X 18" CONCRETE VERTICAL N.T.S. 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 stop DO NOT ENTER TRAFFIC SIGN MOUNTING DETAIL N.T.S. PRECAST CONCRETE WHEEL STOP 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.DWGCHRISTINA OCASIOPLOTTED:10/22/2025 4:07 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, 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