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HomeMy WebLinkAboutRS-713DA V LIMIT OF RIP 191 LIMIT OF WORK ,4 192 1 g3 GRASS > ACCESS ROAD 8" TRANSITE 9 51- H YD GUARD RAIL WETLANDS ° DISTURBED AREAS a 196.75 X HAYDEN AVENUE PLAN SCALE: 1"=8' CONNECT 8 "x8 "x8" TEE TO EXISTING CAST IRON FORCE MAIN LIMIT OF RIP RAP L--- DRAINAGE SWALE DRY WELL TO BE ABANDONED EXISTING SUCTION PIPES f TO BE ABANDONED } t 1 CONNECT SUCTION PIPING z TO EXISTING WET WELL AS SHOWN ON SHEET M -1 6" D.I. PIPE CASING i 6" D.I. SUCTION PIPING i 2" RIGID STEEL CONDUIT CONNECTED i TO NEW SERVICE CABINET EXISTING SERVICE CABINET TO BE REMOVED AND REPLACED, SEE ELECTRICAL DWGS. OUTEALL STRUCTURE WETLANDS 24" DRAIN t 2 "x2" OAK POSTS �B SUPPORT NETTING SUPPORT NETTING SEDIMENT CONTROL _1i O 01 . TABLE OF CONCRETE THRUST RESTRAINT MINIMUM BEARING AREAS IN SQUARE FEET AGAINST UNDISTURBED MATERIAL FOR FORCE MAIN FITTINGS SIZE OF MAIN 90' BENDS, TEES, CAPS AND PLUGS 45' BENDS AND WYES 22-1/f BENDS 11-1/4' /4' BENDS 8" 5 4 2 - 2 NOTES 1. ALL FORCE MAIN FITTINGS SHALL HAVE CONCRETE BACKING FOR THRUST RESTRAINT UNLESS OTHERWISE SPECIFIED. 2. CONTRACTOR SHALL USE CARE TO AVOID PLACEMENT OF CONCRETE ON THE FITTING JOINTS N.T.S. 8" GATE VALVE FLEXIBLE COUPLING (TYP) 45' BEND 11 1/4' BEND 6 "x8" REDUCER CONCRETE STATION SUPPORT SLAB 2 "± 0 1 N BALED HAY DIAMETER OR STRAW BALES TO BUTT INVERT TOGETHER 2 "x2 "x3' STAKES CLEARANCE TWO EACH BALE { { �) �t 6'+ 0 -12' TO 8" No. Of BALES } e t AND SPACING a. VARIABLE t o (f) — 0 ,t W o I I FLOW 2 "x2 "x3' STAKES }} itI TWO EACH BALE t �SWALE PLAN EMBANKMENT SLOPE - -, H EMBANKMENT SLOPE OVERLAP EDGES �/ y J / - EXISTING GROUND �) EXISTING GROUND SECTION SECTION NOTE: TO BE USED IN NOTE: TO BE USED IN LOCATIONS WHERE THE LOCATIONS WHERE THE EXISTING GROUND EXISTING GROUND SLOPES IN TOWARD SLOPES AWAY FROM THE TOE OF SLOPE THE TOE OF SLOPE HAY DALES DETAIL N.T.S. FABRIC SEDIMENT CONTROLI Lg FABRIC DIRECTION OF FLOW SECTION A —A SUPPORT NETTING POST COUPLER SEDIMENT CONTROL INTERMEDIATE POST FABRIC DI RECTION O F FLOW A A f to 6" 8' ± EN SPACING BED pOS'I ELEVATION SILT FENCE DETAIL N.T.S. BACKFILL DETECTABLE TRACER TAPE UNDISTURBED AND UNYIELDING MATERIAL SHEETING, IF USED, SHALL BE LEFT IN PLACE BELOW THE LINE OF NARROW TRENCH LIMIT EXCEPT WHERE OTHERWISE INDICATED OR DIRECTED COMPACTED SELECT BACKFILL COMPACTED CRUSHED STONE o o or DOQOC 3000 DOOO b'O 0 C vt :�� Ong UNDISTURBED MATERIAL LIMITS OF EXCAVATION & PAYMENT HALF IN r COMPACTED CRUSHED STONE o LIMITS OF EXCAVATION & PAYMENT FOR ROCK EXCAVATION & BACKFILL HALF SECTION SEE SPEC'S IN ROCK NOTE: FOR W, DP, & S, SEE TABLE A DEPTH TO DIAMETER MAXIMUM TRENCH WIDTH BELOW MINIMUM INVERT OF PIPE LINE OF NARROW TRENCH LIMIT (SHEETED CLEARANCE (DP) ( (W) (S) (S) 0 -12' TO 8" 5' 6" TABLE - A COVER LABELED "SEWER" FINISHED GRADE — � 0 a 0 � a 0 oy Lu aACTED CLASS B BACKFILL c w 40 € I I - NO ROCK OR UNEXCAVATED MATERIALS SHALL PROJECT BEYOND THIS LINE LINE OF NA TRENCH LIM F N T FLANGE ADJUSTABLE SLIDING VALVE BOX o 1 VALVE o FORCE MAIN UNDISTURBED MATERIAL / VALVE AND BOX DETAIL N.T.S. FINISHED GRADE z