05_481 Eagle Rock Ave West Orange NJ Preliminary and Final Major Site Plan 08222024

C-901 CONSTRUCTION DETAILS 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 06/12/2024 REV. PER CLIENT COMMENTS CM JH/ BC 08/22/2024 REV. PER CLIENT COMMENTS CC JH/BC 08/22/2024 PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR G:\2023\NJD230089.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-SITE-NJD230089.00-2A----->LAYOUT: C-901 DETL CM THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NJD230089.00-2A JK JH/BC 01/03/2024 P-CIVL-SITE PRELIMINARY & FINAL MAJOR SITE PLAN WONDER GROUP, INC. PROPOSED SITE IMPROVEMENTS MAP: 79 | BLK: 152.01 | LOT: 1445.01 481 EAGLE ROCK AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org NJ CERT. OF AUTHORIZATION NO. 24GA28161700 & MH000122 BOHLER ENGINEERING NJ, LLC 30 GARBER SQUARE RIDGEWOOD, NJ 07450 Phone: (551) 307-1400 www.BohlerEngineering.com ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL PROFESSIONAL ENGINEER B.S. CROWDER NEW JERSEY LICENSE No. 52263 PENNSYLVANIA LICENSE No. 086764 NEW YORK LICENSE No. 100802 TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER NOTE: 1. MAX. CROSS SLOPE 14" PER FOOT MIN 18" PER FOOT PITCHED TOWARDS ROADWAY. 2. PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT 12' INTERVALS, TO BE RECESSED 1/4" - 1/2" FROM SIDEWALK SURFACE. 3. REFER TO SITE PLAN FOR SIDEWALK WIDTH (W) 4. LONGITUDINAL SLOPE AND WIDTH TO COMPLY WITH ADA BARRIER FREE REQUIREMENTS. W (SEE SITE PLAN) 4' W (SEE SITE PLAN) APPROVED COMPACTED SUBGRADE FINISHED GRADE TO BE FLUSH WITH WALKWAY 4" THICK CONCRETE, 4500 PSI, AIR ENTRAINED CONCRETE SIDEWALK 1/2" DEPTH TYPICAL CONSTRUCTION JOINTS PLAN SECTION CONCRETE SIDEWALK NOT TO SCALE(NJ-S030201 - 08/2023) PROP. 6" PERF. HDPE @0.0% EMBEDDED IN 2' (D) X 2' (W) STONE TRENCH PROP. FILTER FABRIC (3 SIDES) PROP. 3/8" CLEAN STONE 2' 6" PERF. HDPE

AN SECTION CONCRETE SIDEWALK NOT TO SCALE(NJ-S030201 - 08/2023) PROP. 6" PERF. HDPE @0.0% EMBEDDED IN 2' (D) X 2' (W) STONE TRENCH PROP. FILTER FABRIC (3 SIDES) PROP. 3/8" CLEAN STONE 2' 6" PERF. HDPE PIPE IN STONE TRENCH DETAIL NOT TO SCALE 6" 6"12" W2 L1 9" MIN. W1 0% GRADE FLARED END SECTION (SEE DETAIL) PIPE d50 PLAN VIEW SECTION SLOPE SEE GRADING PLAN F.E.S. W1 L1 W2 d50 't' (MIN. 12") FLARED END RIP RAP NOT TO SCALE(NJ-U010407 - 08/2023) 6"6'8'6'FES NOTE: 1.THIS DETAIL FOR USE WITH HDPE PIPES ONLY. 2. CLASS I - #5 OR #56 STONE; CLASS II - #57, #6 OR #67 STONE 3. CONTRACTOR TO INSTALL IN ACCORDANCE WITH MANUFACTURE REQUIREMENTS PIPE EMBEDMENT INITIAL BACKFILL HAUNCH ZONE PIPE ZONE 12" MIN. FINAL BACKFILL EXCAVATED TRENCH WIDTH 6" MIN. HAUNCHING BEDDING ASTM. CLASS I OR CLASS II MATERIAL SUITABLE BACKFILL MATERIAL AS APPROVED BY GEOTECHNICAL ENGINEER, COMPACTED TO 95% MOD. PROCTER DENSITY APPROVED COMPACTED SUBGRADE SPRINGLINE 12" MAX. OR PER MANUFACTURER CLASS I OR CLASS II MATERIAL #57 3/4" CLEAN STONE TRENCH CROSS SECTION GRADE GRADE STORM TRENCH FOR HDPE PIPE NOT TO SCALE(NJ-U050201 - 08/2023) TABLE A - DIMENSIONS FOR END SECTION NOTE: FOR PROPOSED 15" DIA. PIPE OR SMALLER, USE DIMENSIONS SPECIFIED FOR 18" DIA. PIPE E F F D PIPE DIAMETER E FF C B END SECTION A CULVERT LENGTH PIPE (SEE PLAN FOR SLOPE) CONDUIT OUTLET PROTECTION (SEE DETAIL) RIP-RAP SURROUND d50 = 4" MIN. WIDTH = E/3 MIN. d = 8" MIN. RIP-RAP @ 1:1 SLOPE RIP-RAP @ 3:1 SLOPE GROOVE ON OUTLET END SECTIONS, TONGUE ON INLET END SECTIONS EMBANKMENT SLOPE, VARIABLE (3:1 TYP.) CONDUIT OUTLET PROTECTION (SEE DETAIL) 3:1 SLOPE 6" MIN. 3/4" CLEAN STONE @ 0% SLOPE UNDISTURBED SUBGRADE R A A 3'-1 1/2" 2'-1 1/2" 1'-7 3/4" SECTION A-A DIA. A B C 18" 21" 24" 27" 30" 33" 36" 42" 48" 24" 21" 15" 13 1/2" 12" 10 1/2" 9 1/2" 9" 9" 2'-9" 2'-0" 3'-10" 3'-1" 2'-9" 2'-6" 4'-6" 4'-0" 3'-7 1/2" 5'-3" 4'-10 1/2" 3'-0" 2'-3" 6'-0" 5'-3" END VIEW LC D E F R 7 1/2" 8" 8" 9" 8" 9" 10" 11" 12"5" 4 1/2" 4" 3 3/4" 3 1/2" 3 1/4" 3" 2 3/4" 2 1/2"3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 8'-0" 8'-0" 6'-1 3/4" 6'-1 1/2" 6'-1 1/2" 6'-1" 6'-1" 8'-0" 8'-0" PLAN 1:1 SL. 15" 6" 3'-10"2'-3" 7 1/2"2'-4"3'-0"6'-1" FLARED END SECTION NOT TO SCALE(NJ-U010406 - UPDATED) 1 2 3 4 5