Civil Plans Revised 01292026

BLS-LD6-NXWS12F-MS8 3000K, 70 CRI 0.900 31.2 3668 SRT2-30-4K7-5QW.ies A2 LED GARAGE LIGHT, TYPE 5QC OPTIC, NOM 12,500 LUMENS BEACON PRODUCTS SRT2-120-3K7-5C-UNV-BLS-LD6-NXWS12F-MS8 3000K, 70 CRI 0.900 110.9 12450 SRT2-120-3K7-5C.ies P4W LED POLE MOUNTED AREA LIGHT, TYPE 4W DISTRIBUTION, NOM 6400 LUMENS BEACON VP-1-160L-50-3K7-4W-UNV-A-BLS-CONTROL + 15FT POLE 3000K, 70 CRI 0.900 50.5 6416 VP-1-160L-50-3K7-4W.ies W2 LED WALL MOUNT, TYPE 2 DISTRIBUTION, NO, 3000 LUMENS BEACON VPW1-24L-25-3K7-2-UNV-BLS-(CONTROL) 3000K, 70 CRI 0.900 23 2982 VPW1-24L-25-3K7-2.ies W3 LED WALL MOUNT, TYPE 3DISTRIBUTION, NO, 6100 LUMENS BEACON VPW2-18L-50-3K7-3-UNV-BLS-CONTROL 3000K, 70 CRI 0.900 52.6 6129 VPW2-18L-50-3K7-3.ies W4F LED WALL MOUNT, TYPE 4F DISTRIBUTION, NO, 6100 LUMENS BEACON VPW2-18L-50-3K7-4F-UNV-BLS-CONTROL 3000K, 70 CRI 0.900 52.6 6149 VPW2-18L-50-3K7-4F.ies W4W LED WALL MOUNT, TYPE 4W DISTRIBUTION, NO, 6100 LUMENS BEACON VPW2-18L-50-3K7-3-UNV-BLS-CONTROL 3000K, 70 CRI 0.900 52.6 6129 VPW2-18L-50-3K7-3.ies CALCULATION SUMMARY Label CalcType Units Avg Max Min Avg/Min Max/Min PtSpcTb PtSpcLr ENTRANCE A APRON Illuminance Fc 0.67 1.3 0.2 3.35 6.50 10 10 ENTRANCE A APRON_2 Illuminance Fc 46.33 55.6 39.0 1.19 1.43 10 8 ENTRANCE B - LOWER LEVEL Illuminance Fc 44.21 72.7 9.2 4.81 7.90 10 10 LOWER PARKING SLOPED FLOOR_Top Illuminance Fc 4.54 28.9 1.0 4.54 28.90 10 10 NORTH WALKWAY Illuminance Fc 4.73 7.2 2.4 1.97 3.00 10 10 RAMP WITH EV PARKING_Top_1 Illuminance Fc 3.01 6.0 1.0 3.01 6.00 10 10 UPPER PARKING SLOPED FLOOR_Top Illuminance Fc 4.23 19.6 1.1 3.85 17.82 10 10 S:\PROJECTS\GOMESGR24-223 - 525 NORTHFIELD AVE. WEST ORANGE NJ\CAD\SITE\24-223 C-700 LIGHTING PLAN.DWGANTHONY FACCHINOPLOTTED:2/5/2026 12:37 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,

tion 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 1"=20' LIGHTING PLAN C-7008 1" = 20' 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 0 SCALE: 1"=20' 20 40 80 ft. DIVERSIFIED GROUP 55 LANE ROAD FAIRFIELD, NJ 07004 LIGHTING DESIGNER: MATTHEW STERNER PHONE: (908) 907-8462 EMAIL: MSTERNER@DIVGRP.COM

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/ 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 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" 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.

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 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 399.4 384.0 384.0 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 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 8 389 390 401 401 402 402 403 403 402 401 400 399 398 397 396 395 394 393 392 405 404 403 402 401 400 398 397 396 394 393 392 395 3 91 402.3 387.5 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 L O D 20' 50' STABILIZED CONSTRUCTION ENTRANCE TOPSOIL STOCKPILE LIMIT OF DISTURBANCE 2.160 AC (94,245 SF) PROPOSED 4FT HIGH ORANGE CONSTRUCTION FENCE (TYP) PROPOSED SILT FENCE (TYP) PROPOSED INLET PROTECTION (TYP) PROPOSED TREE PROTECTION (TYP) SILT FENCE SUPER SILT FENCE LIMIT OF DISTURBANCE INLET WITH INLET PROTECTION TREE PROTECTION TRACKING PAD L O D SF SF X X X X 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

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 SSF SSF SILT FENCE SUPER SILT FENCE LIMIT OF DISTURBANCE INLET WITH INLET PROTECTION TREE PROTECTION TRACKING PAD L O D 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-800 SESC 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 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 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.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 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 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

LIZATION 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 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

ETAIL 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 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

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) OPTIMUM SEEDING DATES RESIDENTIAL/COMMERCIAL LOTS TURF TYPE TALL FESCUE 150 2 50 10-20-10

ATIVE 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 temporarily seeded and hay mulched or otherwise provided with vegetative cover. This temporary