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

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