48 001 Plan_Permit 20240823 R1 Sealed

DROSEEDER. USE IS LIMITED TO FLATTER SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL. 4 TREE PROTECTION DETAIL NTS ISSUED FOR PERMIT APPLICATION 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. PROPOSED 3-STORY APARTMENT BUILDING DESIGNED BY: DRAWN BY: AR AR CHECKED BY: APPROVED BY: AR AR ALIASGAR RANGWALA, P.E. NEW JERSEY INDUSTRIAL CODE REQUIRES 410 MAIN ST, WEST ORANGE, NJ DRILL, OR BLAST - STOP CALL DWG: CIVIL & STRUCTURAL ENGINEERS C12 EROSION & SEDIMENT CONTROL DETAILS SHEET: 12 1 REV. SUBMISSION PER COUNTY COMMENTS DATED 4/18/24 5/16/2024 AR OF 17 NO. DESCRIPTION DATE BY DATE: 7/2/2024 SCALE: NOT TO SCALE 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 N.J. PROFESSIONAL ENGINEER LIC. NO. 53255

LOT 304 10 20 LEGEND LOT 265 N 0 N FEET SCALE 1"-10' SITE PROPERTY LINE 94' PROPOSED BUILDING S 2 1 ° 2 0 '00"W 20. 104.98' PROPOSED CONCRETE S16°20'00"W W PROPOSED WATER LINE SS PROPOSED SANITARY SEWER G PROPOSED GAS LINE 18'-0" 84.46' 97.52' LOT 262 PROPOSED RETAINING WALL © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS PROPOSED WATER VALVE PARK DRIVE NORTH LOT 263 PROPOSED 3 STORY BUILDING Demand/Capacity Summary Worksheet BACKFLOW PREVENTER ASSEMBLY ACCORDING TO "AMERICAN WATER" STANDARD DRAWINGS (SD-94) Project Name: 410 MAIN STREET APARTMENTS Project Address: 410 Main St, West Orange, NJ Block/Lot 113 / 262, 263, 264 & 308 Average Demand (gpd) Size of Dwelling 1500 4500 Non-residential 112.5 337.5 1612.5 4837.5 Totals Sewer Demand Residential 2400 Non-residential 90 Totals W G Residential 2490 W SS W SS W CONTRACTOR TO PROVIDE MIN 10' SEPARATION EXISTING GAS LINE AND WATER MAIN TO BE ABANDONED PER TOWNSHIP OF WEST ORANGE STANDARDS W SS SS SS 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) UTILITIES NOTES: 1. 2. 3. 4. SS PROPOSED 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.). ADDITIONAL RESTRAINED JOINT GATE VALVE W SS SS G G G PROPOSED GAS LINE TO BE INSTALLED PER TOWNSHIP OF WEST ORANGE STANDARDS MAIN STREET MAIN STREET 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) SS G W SS 139.95' G N11°49'00"E G S68°40 '00"E CONTAINER CONTAINER PROPOSED SEWER CLEANOUT, TO BE INSTALLED BETWEEN NEW RETAINING WALL AND HOUSE WALL 261.8612-TEDAC-SA N77°11'00"W MULTI USE SERVICE METER ASSEMBLY ACCORDING TO "AMERICAN WATER" STANDARD DRAWINGS (SD-92 & SD-98) Peak Demand (Ave Demand x 3) (gpd) Water Demand RAMP PROPOSED GAS METER SCALE: 1" = 200' RAMP 23'-0" 22'-0" LOT 264 LOT 307 LOT 308 9'-0" USGS LOCATION MAP WEST ORANGE TOWNSHIP, ESSEX COUNTY, NJ 1 CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. IF ANY DISCREPANCY

" 22'-0" LOT 264 LOT 307 LOT 308 9'-0" USGS LOCATION MAP WEST ORANGE TOWNSHIP, ESSEX COUNTY, NJ 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. PROPOSED WATERMAIN SERVICE LINE DIAMETER TO BE REVISED BY AS PER MINIMUM REQUIRED FIRE FLOW SPRINKLER DESIGN TO BE DONE BY OTHERS. NOT PART OF CURRENT PROJECT CONTRACTOR SHALL FOLLOW TOWNSHIP OF WEST ORANGE SEWER DIVISION DESIGN STANDARDS FOR SANITARY SEWER SERVICE CONNECTIONS. UTILITIES PLAN 1" = 10' ISSUED FOR PERMIT APPLICATION 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. PROPOSED 3-STORY APARTMENT BUILDING DESIGNED BY: DRAWN BY: AR AR CHECKED BY: APPROVED BY: AR AR ALIASGAR RANGWALA, P.E. NEW JERSEY INDUSTRIAL CODE REQUIRES 410 MAIN ST, WEST ORANGE, NJ DRILL, OR BLAST - STOP CALL DWG: 2 REVISED TO INCLUDE ADDITIONAL WATER AND SAN S. DETAILS 7/2/2024 CIVIL & STRUCTURAL ENGINEERS C13 UTILITIES PLAN AR SHEET: 13 1 REV. SUBMISSION PER COUNTY COMMENTS DATED 4/18/24 5/16/2024 AR OF 17 NO. DESCRIPTION DATE BY DATE: 7/2/2024 SCALE: 1" = 10' 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 N.J. PROFESSIONAL ENGINEER LIC. NO. 53255

N SITE © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS USGS LOCATION MAP WEST ORANGE TOWNSHIP, ESSEX COUNTY, NJ SCALE: 1" = 200' ISSUED FOR PERMIT APPLICATION 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. PROPOSED 3-STORY APARTMENT BUILDING DESIGNED BY: DRAWN BY: AR AR CHECKED BY: APPROVED BY: AR AR ALIASGAR RANGWALA, P.E. NEW JERSEY INDUSTRIAL CODE REQUIRES 410 MAIN ST, WEST ORANGE, NJ DRILL, OR BLAST - STOP CALL DWG: CIVIL & STRUCTURAL ENGINEERS C14 UTILITIES DETAILS SHEET: 14 1 REV. SUBMISSION PER COUNTY COMMENTS DATED 4/18/24 5/16/2024 AR OF 17 NO. DESCRIPTION DATE BY DATE: 7/2/2024 SCALE: 1" = 10' 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 N.J. PROFESSIONAL ENGINEER LIC. NO. 53255

N N 0 10 LEGEND 20 SITE PROPERTY LINE FEET SCALE 1"-10' PROPOSED BUILDING LOT 304 PROPOSED CONCRETE GRASS LOT 265 1 CLE PROPOSED RETAINING WALL 2 CLPB .94' 3 CLE S21°20 '00"W 20 © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS 4 CLPB USGS LOCATION MAP WEST ORANGE TOWNSHIP, ESSEX COUNTY, NJ 104.98' 3 ANGS SCALE: 1" = 200' 4 CLMG 84.46' 97.52' LOT 262 S16°20'00"W 3 ANGS 18'-0" GREEN ROOF SEE ARCH PLANS FOR DETAILS 2 ANGS LOT 263 PARK DRIVE NORTH RAMP 23'-0" 10 JVT 22'-0" LOT 264 LOT 307 LOT 308 9'-0" PROPOSED 3 STORY BUILDING RAMP CONTAINER CONTAINER N77°11'00"W 261.8612-TEDAC-SA S68°40 '00"E 2 ANGS 3 ANGS 139.95' N11°49'00"E MAIN STREET IVY 52 LF 1 LANDSCAPE PLAN 1" = 10' 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 PERIOD OF ONE YEAR FOLLOWING COMPLETION OF PLANT INSTALLATION. DEAD PLANT SCHEDULE 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 FINAL QUANTITY SYMBOL BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING SPREAD COMMENTS IN DRIFTS. PLUGS/ TUBELING ARE TO BE INSTALLED FIRST AND THEN IMMEDIATELY OVERSEEDED WITH SPECIFIED SEED MIX. BEACHGRASS PLUGS ARE NOT TO BE OVERSEEDED. SHRUBS AND GROUNDCOVER 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. 4 CLE CHAMAECYPARIS LAWSONIANA ELLWOODII LAWSON CYPRESS 13'-20' HT. 8' O.C. 5'-8' 6 CLPB CHAMAECYPARIS LAWSONIANA PEMBURY

ARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT THIS SITE. 4 CLE CHAMAECYPARIS LAWSONIANA ELLWOODII LAWSON CYPRESS 13'-20' HT. 8' O.C. 5'-8' 6 CLPB CHAMAECYPARIS LAWSONIANA PEMBURY BLUE LAWSON CYPRESS 8'-10' HT. 5' O.C. 4'-5' 4 CLMG CHAMAECYPARIS LAWSONIANA MINIMA GLAUCA LAWSON CYPRESS 2'-3' HT. 2' O.C. 1'-2' 10 JVT JUNIPERUS VIRGINIANA 'TAYLOR' TAYLOR JUNIPER 15'-20' HT. 4' O.C. 3'-4' 13 ANGS ABIES NORDMANNIANA GOLDEN SPREADER CAUCASIAN FIR 2'-3' HT. 5' O.C. 4'-5' IVY PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 30'-50' HT. - 5'-10' ISSUED FOR PERMIT APPLICATION PROPOSED 3-STORY APARTMENT BUILDING DESIGNED BY: DRAWN BY: AR AR CHECKED BY: APPROVED BY: AR AR ALIASGAR RANGWALA, P.E. NEW JERSEY INDUSTRIAL CODE REQUIRES GRASS DRILL, OR BLAST - STOP CALL - - POA PRATENSIS KENTUCKY BLUEGRASS 410 MAIN ST, WEST ORANGE, NJ 2" HT. 105 OZ./SQ.YD. 3 GREEN ROOF - - SEDUM, BIRDSFOOT TREFOIL, AND THYMUS 2 --- REV. AS PER HEARING DISCUSSION ON 8/7/2024 REV. AS PER MEETING DISCUSSION ON 6/5/24 8/23/2024 AR 7/21/2024 AR DWG: LANDSCAPE PLAN SHEET: 15 TBD CIVIL & STRUCTURAL ENGINEERS C15 1 REV. SUBMISSION PER COUNTY COMMENTS DATED 4/18/24 5/16/2024 AR OF 17 NO. DESCRIPTION DATE BY DATE: 7/2/2024 SCALE: 1" = 10' 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 N.J. PROFESSIONAL ENGINEER LIC. NO. 53255

N N SITE 0 10 20 FEET SCALE 1"-10' © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS USGS LOCATION MAP WEST ORANGE TOWNSHIP, ESSEX COUNTY, NJ SCALE: 1" = 200' 3 2 2 2 2 Luminaire list (Building 2, Storey 1) Luminous flux Maintenance factor Connected load Quantity 1 1x (1) PRECISION G3 LED Garage Luminaire, 16 LIGHT ARRAY(S) LED's, 4000K CCT, TYPE 5SQ G3-5SQ-A01-740 DRIVEN AT OPTIC, 400mA 3181 lm 0.90 22.9 W 16 2 SPI AEW8070 Harbor Exterior - Cross Bars 22" Operating at 120v With Solid End Caps AC and 60 Hz. 126x 1501 lm 0.80 22 W 8 Index 1 1 1 18'-0" 1 9'-0" 1 4 1 23'-0" 1 22'-0" 1 1 PARK DRIVE NORTH 1 2 1 1 1 1 Article name Fitting Item number 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 # 2 NOTE: OUTDOOR LIGHTS SHALL MAINTAIN 60% DIMMING 261.8612-TEDAC-SA 3 CONTAINER 1 CONTAINER 1 2 2 2 2 2 2 MAIN STREET LEGEND 1 LIGHTING PLAN 1" = 10' PROPERTY LINE PROPOSED CONCRETE PROPOSED RETAINING WALL ISSUED FOR PERMIT APPLICATION 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. PROPOSED 3-STORY APARTMENT BUILDING DESIGNED BY: DRAWN BY: AR AR CHECKED BY: APPROVED BY: AR AR ALIASGAR RANGWALA, P.E. 410 MAIN ST, WEST ORANGE, NJ DWG: CIVIL & STRUCTURAL ENGINEERS C15 LIGHTING PLAN 2 REV. AS PER HEARING DISCUSSION ON 8/7/2024 8/23/2024 AR 1 REV. SUBMISSION PER COUNTY COMMENTS DATED 4/18/24 5/16/2024 AR OF 17 NO. DESCRIPTION DATE BY DATE: 7/2/2024 SHEET: 16 SCALE: 1" = 10' 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 N.J. PROFESSIONAL ENGINEER LIC. NO. 53255

N N 0 10 LEGEND 20 SITE PROPERTY LINE FEET SCALE 1"-10' 18'-0" PROPOSED BUILDING PROPOSED CONCRETE PROPOSED 3 STORY BUILDING PARK DRIVE NORTH RAMP 23'-0" 22'-0" 9'-0" PROPOSED RETAINING WALL © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS USGS LOCATION MAP WEST ORANGE TOWNSHIP, ESSEX COUNTY, NJ SCALE: 1" = 200' RAMP 261.8612-TEDAC-SA 30° CONTAINER CONTAINER 60° 57.94 90° VEHICLE TURNING PLAN (ENTERING GARAGE) iu Rad Min ) 89ft ody 20.8 uter B (O 1" = 10' 8.206 ft 9.935ftMin Radius (Inner Wheel) s 1 MAIN STREET 120 ° 18.35ftMin Radius (Outer Wheel) Max Kickout 0.271ft 18'-0" ° 150 PARK DRIVE NORTH 23'-0" 22'-0" PROPOSED 3 STORY BUILDING RAMP 180° 9'-0" RAMP 261.8612-TEDAC-SA CONTAINER CONTAINER 1 57.94 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. 2 VEHICLE PROFILE (PASSENGER CAR) NTS VEHICLE TURNING PLAN (EXITING GARAGE) ISSUED FOR PERMIT APPLICATION 1" = 10' MAIN STREET PROPOSED 3-STORY APARTMENT BUILDING DESIGNED BY: DRAWN BY: AR AR CHECKED BY: APPROVED BY: AR AR ALIASGAR RANGWALA, P.E. NEW JERSEY INDUSTRIAL CODE REQUIRES 410 MAIN ST, WEST ORANGE, NJ DRILL, OR BLAST - STOP CALL DWG: 2 REV. AS PER HEARING DISCUSSION ON 8/7/2024 8/23/2024 AR CIVIL & STRUCTURAL ENGINEERS C16 VEHICLE TURNING PLAN SHEET: 17 1 REV. SUBMISSION PER COUNTY COMMENTS DATED 4/18/24 5/16/2024 AR OF 17 NO. DESCRIPTION DATE BY DATE: 7/2/2024 SCALE: 1" = 10' 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 N.J. PROFESSIONAL ENGINEER LIC. NO. 53255