Supporting Documentation · Jun 5, 2024
410 Main Civil revised 5 16 24
628f90a56bb7d6c1346ab42ee6bef315405d0cde9d91962f1bf2a257f061c26fIndexed text · page 8
Show all pages240 245 250 255 260 265 270 275 240 245 250 255 260 265 270 275 0+50 1+00 1+13 REAR STAIR EXIT ELEV. +8'-0" SECOND FLOOR SLAB ELEV. +13'-0" FIRST FLOOR SLAB ELEV. +0'-0" PROPOSED RETAINING WALL PROPOSED CONCRETE WALKWAY EXISTING GRADE LEVEL PROPOSED GRADE LEVEL PROPOSED SIDEWALK PROPOSED GRADE LEVEL PROPOSED CURB EXISTING GRADE LEVEL EXISTING GRADE LEVEL 1.5 % 2.0 % PROPOSED RETAINING WALL EXISTING RETAINING WALL TO BE DEMOLISHED 6" UNDERGROUND PVC PIPE FOR ROOF DOWNSPOUTS CONNECTION ROOF DOWNSPOTS EL.:245.26 (VARY, SEE GRADING PLAN) EL.:248.50 EL.:256.49 © 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 16 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 AR5/16/20241 REV. SUBMISSION PER COUNTY COMMENTS DATED 4/18/24 SITE CONSTRUCTION DETAILS VER.:1" = 2' HOR.:1" = 5' 1 SITE CONSTRUCTION DETAILS 8 SUB-BASE STABILIZE BASE TOP COURSE EXPANSION JOINT 1 1/2" FACE VARY, SEE PLANS 4" THICK CONCRETE 6" x 6" WIREMESH (REINFORCEMENT) NOTE: 1. USE 4000 P.S.I. CONCRETE TO MEET N.J.D.O.T. STANDARDS. DRY COMPACTED SUB-BASE DRIVEWAY DETAIL NTS3 CONCRETE SIDEWALK DETAIL NTS4 CONCRETE DRIVEWAY APRON DETAIL NTS5 CATCH BASIN SPECIFICATIONS NTS2 COMPACTED-STONEBASE PARKING SLAB, PER STRUCTURAL DRAWINGS CONCRETE CURB DETAIL NTS6 AS SHOWN C8
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