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3 <br />0 <br />0 <br />0 <br />C <br />0 <br />LO <br />0 <br />0 <br />Q <br />C <br />c, <br />0 <br />0 <br />.Z— <br />a_ <br />t <br />N <br />N <br />4 <br />g <br />c <br />0 <br />rn <br />C <br />.X <br />J <br />0 <br />LENGTH AS <br />OR SPECIFIED <br />v <br />� N <br />CONNECT TO EXISTING <br />6° PVC <br />45' BEND (ROTATE AS REQ'D.) <br />\ (SEE NOTE) 1 <br />�— WYE BRANCH D -1 <br />PLAN <br />PAYMENT LIMIT FOR <br />BUILDING CONNECTION <br />12" MAX. DETECTABLE --/-�� <br />TRACER TAPE /.\ <br />FA 1 0 <br />CONNECT <br />TO EXISTING <br />_ i Q w <br />PROVIDE CRUSHED STONE 0 - w w <br />TO 12 ABOVE PIPE END O r) V� a 0:: <br />.0 (0600000000. aof <br />a0 .-, -, <br />0 <br />O 2 -0 <br />�- UNDISTURBED MATERIAL <br />COMPACTED CRUSHED STONE MIN. <br />BLDG. CONNECTION, MIN. SLOPE 1 /4 " /FT <br />UNLESS OTHERWISE REQUIRED <br />SECTION 1 <br />D-° 1 <br />TYPICAL BUILDING CONNEQTION DEIAlL <br />N.T.S <br />COMPACTED — <br />SELECT BACKFILL <br />COMPACTED CLASS B <br />BACKFILL Nf / <br />COMPACTED <br />CRUSHED STONE 000 a po po 0 <br />UNDISTURBED�,,�' <br />MATERIAL <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 OR UNSHEETED) <br />CLEARANCE <br />w <br />(DP) <br />(W) <br />(S) <br />0--12' <br />TO 18" <br />5' <br />6 as <br />0--12' <br />21 " -24" <br />5' <br />7-1/2 $$ <br />OVER 12' <br />TO 18" <br />71 <br />6" <br />OVER 12' <br />21 "-- 24" <br />7' <br />7-1/2 <br />DETECTABLE TRACER TAPE <br />(WHERE SPECIFIED) <br />UNDISTURBED MATERIAL \II TRENCH WIDTH (W <br />W 2 W <br />WOOD SHEETING, IF USED, SHALL <br />BE LEFT IN PLACE BELOW THE LINE <br />OF NARROW TRENCH LIMIT EXCEPT <br />WHERE OTHERWISE INDICATED OR <br />REQUIRED <br />COMPACTED SELECT BACKFILL <br />WHERE REQUIRED FILTER <br />FABRIC SHALL BE PLACED <br />AGAINST UNDISTURBED MATERIAL <br />COMPACTED CRUSHED STONE -- <br />LIMITS OF EXCAVATION & PAYMENT <br />LINE OF NARROW <br />TRENCH LIMIT <br />p <br />i a° °o <br />O OO o�(o <br />r <br />Z <br />12" MINIMU CONTRACTOR'S <br />d' PAVEMENT CUTBACK <br />ACTUAL <br />EXCAVATION <br />TRENCH WIDTH PAVEMENT <br />FULL SECTION <br />.•. <br />12" EACH SIDE <br />COMPACTED BACKFILL <br />i NO ROCK OR UNEXCAVATED <br />MATERIALS SHALL PROJECT <br />BEYOND THIS LINE <br />0 o S o u COMPACTED CRUSHED STONE <br />000 JO �{ <br />00C cn °c-11i= <br />00c- 00r —� <br />LIMITS OF EXCAVATION & PAYMENT <br />FOR ROCK EXCAVATION & BACKFILL <br />HALF SECTION HALF SECTION SEE SPEC'S <br />IN EARTH IN ROCK <br />• • 0 • <br />3 <br />9 a0A I Mo 11#1 L <br />. r <br />i!Il ! • ': <br />�i <br />�► 0 � • AmL <br />DISCF <br />j �► <br />1 <br />IL VrA <br />AL <br />12" MINIMUM <br />PAVEMENT CUTBACK <br />Z <br />12" GRAVEL SUBBASE <br />0 <br />4" BASE COURSE PAVEMENT <br />TACK COAT (TYP) <br />c.jpc.�pVp pVMu <br />OaOP � �Oo <br />000 0 <br />r <br />CONTRACTOR'S <br />ACTUAL <br />EXCAVATION <br />TRENCH WIDTH PAVEMENT <br />FULL SECTION <br />TO ACCOMODATE FLOW <br />�I l� <br />� � 1 <br />STRAW BALES STAKED WITH <br />c <br />2 STAKES PER BALE <br />PLAN FILTER FABRIC <br />/-- STRAW BALE STAKE (TYP) <br />it 11 II <br />SECTION r3 <br />D--1 <br />. . <br />�n <br />91--0" MIN. <br />99-•0" MIN. <br />WATER MAIN <br />UNDER SEW <br />06006 o ff �a 00 <br />EXISTING UTILITY ° c ° o° <br />o000000p000000aopoo <br />pop op <br />©�Ooopa 00oppopp( 0 <br />0 0 0p0C 0 <br />p0000o00000000000000opJ0app 0000c oG <br />00000 <br />';000-0 99p 000 <br />� o 0 <br />0G <br />0 <br />o0pO 0p)0Oo0C000000�00 oo0o00000O0000O 000p000p- 0- 0- 0 <br />0 <br />0Cooa9po.o0o�op000000p0 o <br />0 <br />0 <br />0 }-0 -0- o0poOp?opoc -oO0O0�0 opopoCpCpopOC pCpC6pOO <br />C <br />MOIL <br />UTILITY CROSSING DETAIL <br />N.T.S. <br />o <br />BALES TO <br />BUTT <br />J <br />TOGETHER <br />w <br />2 x2x3' STAKES <br />TWO EACH BALE <br />{ <br />•+ <br />SEEMS 0 <br />No. Of BALES <br />c c <br />c <br />w <br />AND SPACING <br />i <br />CL <br />o <br />VARIABLE <br />cn <br />LL. <br />o <br />MOONS <br />�`t <br />�`` <br />TO ACCOMODATE FLOW <br />�I l� <br />� � 1 <br />STRAW BALES STAKED WITH <br />c <br />2 STAKES PER BALE <br />PLAN FILTER FABRIC <br />/-- STRAW BALE STAKE (TYP) <br />it 11 II <br />SECTION r3 <br />D--1 <br />. . <br />�n <br />91--0" MIN. <br />99-•0" MIN. <br />WATER MAIN <br />UNDER SEW <br />06006 o ff �a 00 <br />EXISTING UTILITY ° c ° o° <br />o000000p000000aopoo <br />pop op <br />©�Ooopa 00oppopp( 0 <br />0 0 0p0C 0 <br />p0000o00000000000000opJ0app 0000c oG <br />00000 <br />';000-0 99p 000 <br />� o 0 <br />0G <br />0 <br />o0pO 0p)0Oo0C000000�00 oo0o00000O0000O 000p000p- 0- 0- 0 <br />0 <br />0Cooa9po.o0o�op000000p0 o <br />0 <br />0 <br />0 }-0 -0- o0poOp?opoc -oO0O0�0 opopoCpCpopOC pCpC6pOO <br />C <br />MOIL <br />UTILITY CROSSING DETAIL <br />N.T.S. <br />o <br />BALES TO <br />BUTT <br />J <br />TOGETHER <br />w <br />2 x2x3' STAKES <br />TWO EACH BALE <br />{ <br />•+ <br />No. Of BALES <br />c c <br />c <br />w <br />AND SPACING <br />i <br />CL <br />o <br />VARIABLE <br />cn <br />LL. <br />o <br />�`t <br />�`` <br />w <br />o <br />�i <br />FLOW <br />2 "x2 "x3' STAKES <br />TWO EACH BALE--,-o40 <br />c�swnLE <br />PLAN <br />EMBANKMENT SLOPE —� <br />0 1114 i <br />JC3) oopJp�o��� � <br />EXISTING GROUND EXISTING GROUN <br />TI <br />aECTION <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 />STRAW BALES DETAIL <br />N.T.S. <br />COPYRIGHT 215 WESTON 8c SAMPSON <br />