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

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