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HomeMy WebLinkAboutCON-111-133 0 0 0 C 0 LO 0 0 Q C c, 0 0 .Z— a_ t N N 4 g c 0 rn C .X J 0 LENGTH AS OR SPECIFIED v � N CONNECT TO EXISTING 6° PVC 45' BEND (ROTATE AS REQ'D.) \ (SEE NOTE) 1 �— WYE BRANCH D -1 PLAN PAYMENT LIMIT FOR BUILDING CONNECTION 12" MAX. DETECTABLE --/-�� TRACER TAPE /.\ FA 1 0 CONNECT TO EXISTING _ i Q w PROVIDE CRUSHED STONE 0 - w w TO 12 ABOVE PIPE END O r) V� a 0:: .0 (0600000000. aof a0 .-, -, 0 O 2 -0 �- UNDISTURBED MATERIAL COMPACTED CRUSHED STONE MIN. BLDG. CONNECTION, MIN. SLOPE 1 /4 " /FT UNLESS OTHERWISE REQUIRED SECTION 1 D-° 1 TYPICAL BUILDING CONNEQTION DEIAlL N.T.S COMPACTED — SELECT BACKFILL COMPACTED CLASS B BACKFILL Nf / COMPACTED CRUSHED STONE 000 a po po 0 UNDISTURBED�,,�' MATERIAL DEPTH TO DIAMETER MAXIMUM TRENCH WIDTH BELOW MINIMUM INVERT OF PIPE LINE OF NARROW TRENCH LIMIT (SHEETED OR UNSHEETED) CLEARANCE w (DP) (W) (S) 0--12' TO 18" 5' 6 as 0--12' 21 " -24" 5' 7-1/2 $$ OVER 12' TO 18" 71 6" OVER 12' 21 "-- 24" 7' 7-1/2 DETECTABLE TRACER TAPE (WHERE SPECIFIED) UNDISTURBED MATERIAL \II TRENCH WIDTH (W W 2 W WOOD SHEETING, IF USED, SHALL BE LEFT IN PLACE BELOW THE LINE OF NARROW TRENCH LIMIT EXCEPT WHERE OTHERWISE INDICATED OR REQUIRED COMPACTED SELECT BACKFILL WHERE REQUIRED FILTER FABRIC SHALL BE PLACED AGAINST UNDISTURBED MATERIAL COMPACTED CRUSHED STONE -- LIMITS OF EXCAVATION & PAYMENT LINE OF NARROW TRENCH LIMIT p i a° °o O OO o�(o r Z 12" MINIMU CONTRACTOR'S d' PAVEMENT CUTBACK ACTUAL EXCAVATION TRENCH WIDTH PAVEMENT FULL SECTION .•. 12" EACH SIDE COMPACTED BACKFILL i NO ROCK OR UNEXCAVATED MATERIALS SHALL PROJECT BEYOND THIS LINE 0 o S o u COMPACTED CRUSHED STONE 000 JO �{ 00C cn °c-11i= 00c- 00r —� LIMITS OF EXCAVATION & PAYMENT FOR ROCK EXCAVATION & BACKFILL HALF SECTION HALF SECTION SEE SPEC'S IN EARTH IN ROCK • • 0 • 3 9 a0A I Mo 11#1 L . r i!Il ! • ': �i �► 0 � • AmL DISCF j �► 1 IL VrA AL 12" MINIMUM PAVEMENT CUTBACK Z 12" GRAVEL SUBBASE 0 4" BASE COURSE PAVEMENT TACK COAT (TYP) c.jpc.�pVp pVMu OaOP � �Oo 000 0 r CONTRACTOR'S ACTUAL EXCAVATION TRENCH WIDTH PAVEMENT FULL SECTION TO ACCOMODATE FLOW �I l� � � 1 STRAW BALES STAKED WITH c 2 STAKES PER BALE PLAN FILTER FABRIC /-- STRAW BALE STAKE (TYP) it 11 II SECTION r3 D--1 . . �n 91--0" MIN. 99-•0" MIN. WATER MAIN UNDER SEW 06006 o ff �a 00 EXISTING UTILITY ° c ° o° o000000p000000aopoo pop op ©�Ooopa 00oppopp( 0 0 0 0p0C 0 p0000o00000000000000opJ0app 0000c oG 00000 ';000-0 99p 000 � o 0 0G 0 o0pO 0p)0Oo0C000000�00 oo0o00000O0000O 000p000p- 0- 0- 0 0 0Cooa9po.o0o�op000000p0 o 0 0 0 }-0 -0- o0poOp?opoc -oO0O0�0 opopoCpCpopOC pCpC6pOO C MOIL UTILITY CROSSING DETAIL N.T.S. o BALES TO BUTT J TOGETHER w 2 x2x3' STAKES TWO EACH BALE { •+ SEEMS 0 No. Of BALES c c c w AND SPACING i CL o VARIABLE cn LL. o MOONS �`t �`` TO ACCOMODATE FLOW �I l� � � 1 STRAW BALES STAKED WITH c 2 STAKES PER BALE PLAN FILTER FABRIC /-- STRAW BALE STAKE (TYP) it 11 II SECTION r3 D--1 . . �n 91--0" MIN. 99-•0" MIN. WATER MAIN UNDER SEW 06006 o ff �a 00 EXISTING UTILITY ° c ° o° o000000p000000aopoo pop op ©�Ooopa 00oppopp( 0 0 0 0p0C 0 p0000o00000000000000opJ0app 0000c oG 00000 ';000-0 99p 000 � o 0 0G 0 o0pO 0p)0Oo0C000000�00 oo0o00000O0000O 000p000p- 0- 0- 0 0 0Cooa9po.o0o�op000000p0 o 0 0 0 }-0 -0- o0poOp?opoc -oO0O0�0 opopoCpCpopOC pCpC6pOO C MOIL UTILITY CROSSING DETAIL N.T.S. o BALES TO BUTT J TOGETHER w 2 x2x3' STAKES TWO EACH BALE { •+ No. Of BALES c c c w AND SPACING i CL o VARIABLE cn LL. o �`t �`` w o �i FLOW 2 "x2 "x3' STAKES TWO EACH BALE--,-o40 c�swnLE PLAN EMBANKMENT SLOPE —� 0 1114 i JC3) oopJp�o��� � EXISTING GROUND EXISTING GROUN TI aECTION 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 STRAW BALES DETAIL N.T.S. COPYRIGHT 215 WESTON 8c SAMPSON