48 001 Plan_Permit 20240823 R1 Sealed

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