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