Town CrierWest Orange, New Jersey
← Back to search

Supporting Documentation · Sep 4, 2024

48 001 Plan_Permit 20240823 R1 Sealed

Preserved file SHA-25670bd48c443a54f1d16aae3286430f487f8d917e25b04f16e111c8c4336307d2a

Indexed text · page 8

Show all pages
Page 8

N 275 275 SITE 270 270 265 265 6 CONCRETE CURB DETAIL © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS NTS USGS LOCATION MAP WEST ORANGE TOWNSHIP, ESSEX COUNTY, NJ SCALE: 1" = 200' SECOND FLOOR SLAB ELEV. +13'-0" ROOF DOWNSPOTS 260 260 EXISTING GRADE LEVEL EL.:256.49 REAR STAIR EXIT ELEV. +8'-0" 1.5 % PROPOSED GRADE LEVEL PROPOSED RETAINING WALL 255 255 PROPOSED CONCRETE WALKWAY 6" UNDERGROUND PVC PIPE FOR ROOF DOWNSPOUTS CONNECTION EXISTING GRADE LEVEL 250 250 FIRST FLOOR SLAB ELEV. +0'-0" EL.:248.50 EXISTING GRADE LEVEL PROPOSED GRADE LEVEL PROPOSED RETAINING WALL 245 245 EL.:245.26 (VARY, SEE GRADING PLAN) EXISTING RETAINING WALL TO BE DEMOLISHED PROPOSED SIDEWALK 2.0 % 240 240 PROPOSED CURB 0+50 1+00 1 1+13 SITE CONSTRUCTION DETAILS 2 VER.:1" = 2' HOR.:1" = 5' 6" x 6" WIREMESH (REINFORCEMENT) EXPANSION JOINT TOP COURSE 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. ISSUED FOR PERMIT APPLICATION S VARY, SEE PLAN 1 1/2" FACE COPYRIGHT 2022 ALL RIGHTS RESERVED. THE COPY OR REUSE OF THIS DOCUMENT OR PARKING SLAB, PER STRUCTURAL DRAWINGS RETE 4" THICK CONC STABILIZE BASE PROPOSED 3-STORY APARTMENT BUILDING BASE COMPACTED-STONE SUB-BASE CATCH BASIN SPECIFICATIONS NTS DESIGNED BY: DRAWN BY: AR AR CHECKED BY: APPROVED BY: AR AR ALIASGAR RANGWALA, P.E. DRY COMPACTED SUB-BASE NEW JERSEY INDUSTRIAL CODE REQUIRES 410 MAIN ST, WEST ORANGE, NJ DRILL, OR BLAST - STOP CALL NOTE: 1. USE 4000 P.S.I. CONCRETE TO MEET N.J.D.O.T. STANDARDS. DWG: CIVIL & STRUCTURAL ENGINEERS C8 SITE CONSTRUCTION DETAILS 3 DRIVEWAY DETAIL NTS 4 CONCRETE SIDEWALK DETAIL NTS 5 CONCRETE DRIVEWAY APRON DETAIL NTS SHEET: 8 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: AS SHOWN 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

File revisions (1)