410 Main St Civil Plans SMBT 48 001 Plan_Permit 20240707 Sealed SMBT

Y WEEPING LOVEGRASS OR LEGUMES MAY NOT NEED TOPDRESSING. D. BERMUDAGRASS SHOULD BE TOPDRESSED BEFORE AUGUST 15. *IF SLOW RELEASE NITROGEN (300 POUNDS 38-0-0 PER ACRE OR EQUIVALENT) IS USED IN ADDITION TO SUGGESTED FERTILIZER, THIS FOLLOW-UP OF TOPDRESSING IS NOT MANDATORY). NOTE PLACE FENCE A MINIMUM OF 1'-0" OUTSIDE DRIP LINE OF EXISTING TREE. TREE PROTECTION FENCE 4 TREE PROTECTION DETAIL NTS 3 INLET PROTECTION DETAIL NTS INLET GRADE CURB OPENING INSERT 1" REBAR FOR REMOVAL OF BAG FROM INLET DUMP STRAP (TYP.) PROVIDE FOR FLOOD OVERFLOW LUNBER DEPTH = D WIDTH = WLENGTH = L INLET FILTERS INSERT 1" REBAR FOR REMOVAL OF BAG FROM INLET DUMP STRAPS INLET FILTER BAG DUMP STRAPS (2 EACH) LUMBER INSTALLATION DETAIL BAG DETAIL EXPANSION RESTRAINT (1 4" NYLON ROPE, 2" FLAT WASHERS) EXPANSION RESTRAINT (1 4" NYLON ROPE, 2" FLAT WASHERS) NOT TO SCALE C12 AR5/16/20241 REV. SUBMISSION PER COUNTY COMMENTS DATED 4/18/24

MAIN STREET S16°20'00"W 104.98' S21°20'00"W 20.94' S68°40'00"E 97.52' N11°49'00"E N77°11'00"W LOT 262 LOT 265 LOT 308 LOT 264 LOT 263 LOT 304 LOT 307 84.46' 139.95' CONTAINER CONTAINER RAMP RAMP PROPOSED 3 STORY BUILDING EXISTING GAS LINE AND WATER MAIN TO BE ABANDONED PER TOWNSHIP OF WEST ORANGE STANDARDS SS PROPOSED SEWER CLEANOUT, TO BE INSTALLED BETWEEN NEW RETAINING WALL AND HOUSE WALL W W W W G G G G G PROPOSED GAS LINE TO BE INSTALLED PER TOWNSHIP OF WEST ORANGE STANDARDS PROPOSED 4" D.I. MULTI USE WATER LINE (DOMESTIC AND FIRE USE) TO BE CONNECTED TO EXISTING WATER MAIN ACCORDING TO "AMERICAN WATER" STANDARD DRAWINGS (SD-92 & SD-98) G G PROPOSED GAS METER SS PARK DRIVE NORTH MAIN STREET SSSSSSSSSSSSSSSSPROPOSED 4" PVC SEWER LATERAL TO BE CONNECTED TO EXISTING SEWER MANHOLE. INVERT ELEVATION OF NEW LATERAL TO BE MIN. 0.2' HIGHER THAN ANY EXISTING CONNECTED SEWER PIPES (CONTRACTOR TO V.I.F.). CONTRACTOR TO PROVIDE MIN 10' SEPARATION ADDITIONAL RESTRAINED JOINT GATE VALVE W MULTI USE SERVICE METER ASSEMBLY ACCORDING TO "AMERICAN WATER" STANDARD DRAWINGS (SD-92 & SD-98) BACKFLOW PREVENTER ASSEMBLY ACCORDING TO "AMERICAN WATER" STANDARD DRAWINGS (SD-94) PROPOSED 4" PVC SEWER LATERAL MIN. COVER 36" PREFERABLE SLOPE 2.08% MIN. SLOPE 1.04% CONTRACTOR FIELD VERIFY POSSIBILITY OF CONNECTION TO EXISTING MANHOLE @ MIN. SLOPE AND COVER. (SEE NOTE 4) W W © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS SCALE: 1" = 200' USGS LOCATION MAP AR AR AR AR DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: BYDATENO. DESCRIPTION ISSUED FOR PERMIT APPLICATION PROPOSED 3-STORY APARTMENT BUILDING 410 MAIN ST, WEST ORANGE, NJ SCALE: SITE WEST ORANGE TOWNSHIP, ESSEX COUNTY, NJ CIVIL & STRUCTURAL ENGINEERS 293 RT. 18 SOUTH, #D-152 EAST BRUNSWICK, NJ 08816 TEL. 347-762-8364 FAX 201-753-5251 ALI@SMBTCONSULTANTS.COM CERTIFICATE OF AUTHORIZATION NO.: 24GA28353100 SHEET: DWG: N.J. PROFESSIONAL ENGINEER LIC. NO. 53255 ALIASGAR RANGWALA, P.E. N DATE: 1/16/2024 OF 17 COPYRIGHT 2022 ALL RIGHTS RESERVED. THE COPY OR REUSE OF THIS DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF SMBT CONSULTANTS. THIS DRAWING IS THE SOLE PROPERTY OF SMBT CONSULTANTS AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT THIS SITE. NEW JERSEY INDUSTRIAL CODE REQUIRES DRILL, OR BLAST - STOP CALL 0 FEET 10 20 SCALE 1"-10' UTILITIES

BT CONSULTANTS AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT THIS SITE. NEW JERSEY INDUSTRIAL CODE REQUIRES DRILL, OR BLAST - STOP CALL 0 FEET 10 20 SCALE 1"-10' UTILITIES PLAN 1" = 10'1 UTILITIES PLAN LEGEND PROPOSED BUILDING PROPOSED CONCRETE PROPOSED RETAINING WALL PROPERTY LINE N 13 PROPOSED WATER LINE PROPOSED SANITARY SEWER PROPOSED GAS LINE W SS G PROPOSED WATER VALVE UTILITIES NOTES: 1. CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. IF ANY DISCREPANCY OCCURS THAT AFFECTS THE DESIGN, CONTACT ENGINEER OF PROJECT TO PROVIDE A SITE VISIT AND DESIGN UPDATE. 2. PROPOSED WATERMAIN SERVICE LINE DIAMETER TO BE REVISED BY AS PER MINIMUM REQUIRED FIRE FLOW 3. SPRINKLER DESIGN TO BE DONE BY OTHERS. NOT PART OF CURRENT PROJECT 4. CONTRACTOR SHALL FOLLOW TOWNSHIP OF WEST ORANGE SEWER DIVISION DESIGN STANDARDS FOR SANITARY SEWER SERVICE CONNECTIONS. 1" = 10' C13 Demand/Capacity Summary Worksheet Project Name: 410 MAIN STREET APARTMENTS Project Address: 410 Main St, West Orange, NJ Block/Lot 113 / 262, 263, 264 & 308 Project Engineer/Developer: Ali Rangwala Telephone: Size of Dwelling Average Demand (gpd) Peak Demand (Ave Demand x 3) (gpd) Water Demand Residential 1500 4500 Non-residential 112.5 337.5 Totals 1612.5 4837.5 Sewer Demand Residential 2400 Non-residential 90 Totals 2490 AR7/2/20242 REVISED TO INCLUDE ADDITIONAL WATER AND SAN S. DETAILS AR5/16/20241 REV. SUBMISSION PER COUNTY COMMENTS DATED 4/18/24

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS SCALE: 1" = 200' USGS LOCATION MAP AR AR AR AR DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: BYDATENO. DESCRIPTION ISSUED FOR PERMIT APPLICATION PROPOSED 3-STORY APARTMENT BUILDING 410 MAIN ST, WEST ORANGE, NJ SCALE: SITE WEST ORANGE TOWNSHIP, ESSEX COUNTY, NJ CIVIL & STRUCTURAL ENGINEERS 293 RT. 18 SOUTH, #D-152 EAST BRUNSWICK, NJ 08816 TEL. 347-762-8364 FAX 201-753-5251 ALI@SMBTCONSULTANTS.COM CERTIFICATE OF AUTHORIZATION NO.: 24GA28353100 SHEET: DWG: N.J. PROFESSIONAL ENGINEER LIC. NO. 53255 ALIASGAR RANGWALA, P.E. N OF 17 COPYRIGHT 2022 ALL RIGHTS RESERVED. THE COPY OR REUSE OF THIS DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF SMBT CONSULTANTS. THIS DRAWING IS THE SOLE PROPERTY OF SMBT CONSULTANTS AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT THIS SITE. NEW JERSEY INDUSTRIAL CODE REQUIRES DRILL, OR BLAST - STOP CALL UTILITIES DETAILS14 1" = 10' C14 DATE: 7/2/2024

S16°20'00"W 104.98' S21°20'00"W 20.94' S68°40'00"E 97.52' N11°49'00"E N77°11'00"W LOT 262 LOT 265 LOT 308 LOT 264 LOT 263 LOT 304 LOT 307 84.46' 139.95' CONTAINER CONTAINER RAMP RAMP PROPOSED 3 STORY BUILDING 4 BXV 4 BXV IVY 52 LF 4 BXV 4 BXV3 CLA 2 CLA 2 CLA 3 CLA PARK DRIVE NORTH MAIN STREET 3 CLA © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS SCALE: 1" = 200' USGS LOCATION MAP AR AR AR AR DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: BYDATENO. DESCRIPTION ISSUED FOR PERMIT APPLICATION PROPOSED 3-STORY APARTMENT BUILDING 410 MAIN ST, WEST ORANGE, NJ SCALE: SITE WEST ORANGE TOWNSHIP, ESSEX COUNTY, NJ CIVIL & STRUCTURAL ENGINEERS 293 RT. 18 SOUTH, #D-152 EAST BRUNSWICK, NJ 08816 TEL. 347-762-8364 FAX 201-753-5251 ALI@SMBTCONSULTANTS.COM CERTIFICATE OF AUTHORIZATION NO.: 24GA28353100 SHEET: DWG: N.J. PROFESSIONAL ENGINEER LIC. NO. 53255 ALIASGAR RANGWALA, P.E. N DATE: 1/16/2024 OF 17 COPYRIGHT 2022 ALL RIGHTS RESERVED. THE COPY OR REUSE OF THIS DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF SMBT CONSULTANTS. THIS DRAWING IS THE SOLE PROPERTY OF SMBT CONSULTANTS AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT THIS SITE. NEW JERSEY INDUSTRIAL CODE REQUIRES DRILL, OR BLAST - STOP CALL 0 FEET 10 20 SCALE 1"-10' LANDSCAPE PLAN 1" = 10'1 LANDSCAPE PLAN LEGEND PROPOSED BUILDING PROPOSED CONCRETE PROPOSED RETAINING WALL PROPERTY LINE N 15 FINAL SYMBOL BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING COMMENTS QUANTITY PLANT SCHEDULE AMERICAN BOXWOOD SHRUBS AND GROUNDCOVER BUXUS SEMPERVIRENSBXW44 3'-4' HT. 3 GAL. CONT. 3'-5' O.C. CLETHRA ALNIFOLIACLA13 CLETHRA ALNIFOLIA (SUMMERSWEET) 1'-2' HT. 3 GAL. CONT. 4'-6' O.C. MULCH SHREDDED HARDWOOD MULCH -MULCH-- - GENERAL LANDSCAPING AND SEEDING NOTES: 1. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WHERE NO OTHER SURFACE TREATMENT IS SPECIFIED SHALL BE SEEDED WITH AUTUMN BENTGRASS (APB ECOTYPE) AT 30 LBS/ACRE. 2. CONTRACTOR SHALL ADJUST PLANT LOCATIONS AS NECESSARY BASED ON LOCATIONS OF UTILITY STRUCTURES. CONTRACTOR SHALL LAYOUT PLANT MATERIALS AND ENGINEER SHALL APPROVE LAYOUT PRIOR TO INSTALLATION. 3. PLANT MATERIAL SHALL BE INSPECTED UPON DELIVERY. PLANT MATERIAL THAT DOES NOT MEET THE SPECIFICATIONS FOR SIZE AND HEALTH SHALL BE REJECTED AND REPLACED AT CONTRACTOR'S EXPENSE. 4. CONTRACTOR SHALL MAINTAIN PLANT MATERIALS FOR A

ECTED UPON DELIVERY. PLANT MATERIAL THAT DOES NOT MEET THE SPECIFICATIONS FOR SIZE AND HEALTH SHALL BE REJECTED AND REPLACED AT CONTRACTOR'S EXPENSE. 4. CONTRACTOR SHALL MAINTAIN PLANT MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING COMPLETION OF PLANT INSTALLATION. DEAD OR DAMAGED MATERIAL SHALL BE REPLACED DURING THE APPROPRIATE GROWING SEASON OR AS DIRECTED BY ENGINEER. 5. PLANT SPECIES IN PLUG/TUBELING FORM TO BE PLANTED ALONG EAST AND WEST TRAILS ARE TO BE LAYED OUT IN FIELD IN DRIFTS. PLUGS/ TUBELING ARE TO BE INSTALLED FIRST AND THEN IMMEDIATELY OVERSEEDED WITH SPECIFIED SEED MIX. BEACHGRASS PLUGS ARE NOT TO BE OVERSEEDED. SPREAD 1'-2' 4'-6' MULCH HEDERA HELIX ENGLISH IVY 3'-4' HT. 2'-3'1'-2' O.C.IVY 0.27 CU.FT/SQ.FT. 1" = 10' C15 AR5/16/20241 REV. SUBMISSION PER COUNTY COMMENTS DATED 4/18/24

CONTAINER CONTAINER 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 PARK DRIVE NORTH MAIN STREET 2 2 2 3 4 3 © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS SCALE: 1" = 200' USGS LOCATION MAP AR AR AR AR DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: BYDATENO. DESCRIPTION ISSUED FOR PERMIT APPLICATION PROPOSED 3-STORY APARTMENT BUILDING 410 MAIN ST, WEST ORANGE, NJ SCALE: SITE WEST ORANGE TOWNSHIP, ESSEX COUNTY, NJ CIVIL & STRUCTURAL ENGINEERS 293 RT. 18 SOUTH, #D-152 EAST BRUNSWICK, NJ 08816 TEL. 347-762-8364 FAX 201-753-5251 ALI@SMBTCONSULTANTS.COM CERTIFICATE OF AUTHORIZATION NO.: 24GA28353100 SHEET: DWG: N.J. PROFESSIONAL ENGINEER LIC. NO. 53255 ALIASGAR RANGWALA, P.E. N DATE: 1/16/2024 OF 17 COPYRIGHT 2022 ALL RIGHTS RESERVED. THE COPY OR REUSE OF THIS DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF SMBT CONSULTANTS. THIS DRAWING IS THE SOLE PROPERTY OF SMBT CONSULTANTS AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT THIS SITE. 0 FEET 10 20 SCALE 1"-10' LIGHTING PLAN 1" = 10'1 LIGHTING PLAN LEGEND PROPOSED CONCRETE PROPOSED RETAINING WALL PROPERTY LINE N 16 Luminaire list (Building 2, Storey 1) Index Article name Item number Fitting Luminous flux Maintenance factor Connected load Quantity 1 G3 LED Garage Luminaire, 16 LED's, 4000K CCT, TYPE 5SQ OPTIC, G3-5SQ-A01-740 1x (1) PRECISION LIGHT ARRAY(S) DRIVEN AT 400mA 3181 lm 0.90 22.9 W 16 2 Harbor Exterior - Cross Bars 22" With Solid End Caps SPI AEW8070 Operating at 120v AC and 60 Hz. 126x 1501 lm 0.80 22 W 8 3 Full cutoff wall pack SWL-WW-G1-PCB -1-BZ 1x LED 1178 lm 0.80 13 W 1 4 Signal Tech - Vehicle Caution Sign TCL1418A-A172/1 20-277VAC 1x 0.135 AMPS LED ILLUMINATED N/A - 16 W 1 # Name Parameter Min Max Average Mean/Min Max/Min 1 Garage Perpendicular illuminance (Adaptive) 1.01 fc 10.8 fc 6.78 fc 6.69 10.68 2 Outdoor Perpendicular illuminance (Adaptive) 0.1 fc 1.3 fc 0.54 fc 5.4 13 NOTE: OUTDOOR LIGHTS SHALL MAINTAIN 60% DIMMING 1" = 10' C15 AR5/16/20241 REV. SUBMISSION PER COUNTY COMMENTS DATED 4/18/24

CONTAINER CONTAINER RAMP RAMP 57.94 PROPOSED 3 STORY BUILDING PARK DRIVE NORTH MAIN STREET CONTAINER CONTAINER RAMP RAMP 57.94 PROPOSED 3 STORY BUILDING PARK DRIVE NORTH MAIN STREET © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS SCALE: 1" = 200' USGS LOCATION MAP AR AR AR AR DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: BYDATENO. DESCRIPTION ISSUED FOR PERMIT APPLICATION PROPOSED 3-STORY APARTMENT BUILDING 410 MAIN ST, WEST ORANGE, NJ SCALE: SITE WEST ORANGE TOWNSHIP, ESSEX COUNTY, NJ CIVIL & STRUCTURAL ENGINEERS 293 RT. 18 SOUTH, #D-152 EAST BRUNSWICK, NJ 08816 TEL. 347-762-8364 FAX 201-753-5251 ALI@SMBTCONSULTANTS.COM CERTIFICATE OF AUTHORIZATION NO.: 24GA28353100 SHEET: DWG: N.J. PROFESSIONAL ENGINEER LIC. NO. 53255 ALIASGAR RANGWALA, P.E. N DATE: 1/16/2024 OF 17 COPYRIGHT 2022 ALL RIGHTS RESERVED. THE COPY OR REUSE OF THIS DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF SMBT CONSULTANTS. THIS DRAWING IS THE SOLE PROPERTY OF SMBT CONSULTANTS AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT THIS SITE. NEW JERSEY INDUSTRIAL CODE REQUIRES DRILL, OR BLAST - STOP CALL 0 FEET 10 20 SCALE 1"-10' VEHICLE TURNING PLAN (ENTERING GARAGE) 1" = 10'1 VEHICLE TURNING PLAN LEGEND PROPOSED BUILDING PROPOSED CONCRETE PROPOSED RETAINING WALL PROPERTY LINE N 17 1" = 10' C16 VEHICLE TURNING PLAN (EXITING GARAGE) 1" = 10'2 VEHICLE PROFILE (PASSENGER CAR) NTS1 16.567 3.692 9.725 2020 Ford Explorer Overall Length 16.567ft Overall Width 6.575ft Overall Body Height 6.080ft Min Body Ground Clearance 0.812ft Track Width 5.575ft Lock-to-lock time 4.00s Curb to Curb Turning Radius 18.350ft 30° 60° 90° 120° 150° 180° 18.35ftMin Radius (Outer Wheel) 9.935ftMin Radius (Inner Wheel) 20.889ftMin Radius (Outer Body) 8.206ft Max Kickout 0.271ft AR5/16/20241 REV. SUBMISSION PER COUNTY COMMENTS DATED 4/18/24