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Q <br />H <br />W <br />O co <br />(n <br />N Z <br />E <br />o� <br />2% <br />6' <br />�1 <br />3 <br />LCRS TRENCH <br />DETAIL r-7 7 <br />1 "= 5' Q2A <br />2C <br />240 EXISTING GROUND SURFACE* <br />LL - <br />230 230 <br />O 2 <br />j � 1 <br />w <br />J <br />W <br />220 <br />12' <br />EXCAVATION* <br />250 <br />� EX <br />w 240 — <br />Z <br />z <br />O <br />Q <br />�i 230 <br />J <br />W <br />220 <br />240 <br />16' <br />W <br />240 <br />3 EL. 231' 3 z <br />— — �— — EARTHFILL* 230 zz w <br />2 ---- - <br />-'""� 224.5' -------------- w z <br />6" MIN. STRIPPING w z 230 <br />O <br />220 <br />*VARIES PER LOCATION J <br />W <br />X1 <br />220 <br />SOUTH DRAINAGE CHANNEL <br />DETAIL s <br />1"=10' 1 B 2C <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />234 EL. 234' <br />DATE <br />SUBMITTED <br />DATE APPROVAL RECOMMENDED <br />DATE <br />Z <br />z <br />230 <br />6//94� <br />�k mc <br />(o <br />ACAD <br />FILE <br />NAME <br />DRAWER <br />SHEET NO. <br />0 <br />07/02/02 <br />ISSUE FOR BID <br />KLT <br />FC <br />DETENTION BASIN EXCAVATION <br />DETAIL <br />—%"**N <br />1"=10' INlILV <br />16' SOIL BERM <br />BERM CREST EL. 234' 3 EXISTING GROUND SURFACE* <br />3 <br />1 IEARTH FI LL* _ _ _ _ 1 <br />BASE OF BASIN EL. 229' <br />6" MIN. STRIPPING <br />REMOVABLE 2" GRID GRATE <br />18" CSP, 12 GAGE <br />CONTINUOUS WELD <br />2' STUBOUT <br />12" CSP, 12 GAGE <br />WATERTIGHT BAND COUPLING — <br />#4 BARS <br />® 12" C—C <br />BERM CREST <br />234 EL. 234' <br />w <br />232 OVERFLOW X EL. 232 <br />Z <br />z <br />230 <br />O <br />H <br />228 <br />J <br />W <br />226 <br />WATERTIGHT BAND COUPLING — <br />#4 BARS <br />® 12" C—C <br />DETENTION BASIN BERM <br />DETAIL 1000'1-0 <br />1"=10' 1 C 2C <br />5' <br />I <br />DRAIN HOLES (TYP.) <br />�— 2" —3" DIA. GRAVEL BACKFILL <br />N <br />6" (TYP.) <br />CONCRETE <br />4' <br />BASIN DRAIN PIPE <br />DETAIL 11 <br />1 "= 5' 1 C 2C <br />E <br />MCON/OWT, INC. <br />A SHA W GROUP COMPANY <br />250 <br />240 bi <br />- - - - O <br />a <br />230 �j <br />J <br />W <br />220 <br />*VARIES PER LOCATION <br />EXCAVATION* <br />240 <br />L5 <br />L� <br />z <br />230 z <br />O <br />220 <br />*VARIES PER LOCATION <br />DRAIN HOLES <br />UPPER 3 - 3" ❑ <br />MIDDLE 3 - 3" ❑ <br />LOWER 2 - 3" ❑ <br />234 <br />v --232 LL- <br />Z <br />230 z <br />O <br />H <br />228 <br />J <br />W <br />226 <br />COUNTY OF SAN JOAQUIN <br />FOOTHILL SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />DETAILS <br />DRAWING N0. <br />2C <br />PROJECT N0. <br />835608 <br />0 <br />07/02/02 <br />ISSUE FOR BID <br />KLT <br />FC <br />FC <br />REV <br />DATE <br />DESCRIPTION <br />DWN BY <br />DES BY <br />CHK BY <br />AP BY <br />LDATE OF ISSUE DWN BY K. TROYER CHK BY <br />JULY 2002 DES BY FC APP BY <br />DETENTION BASIN BERM <br />DETAIL 1000'1-0 <br />1"=10' 1 C 2C <br />5' <br />I <br />DRAIN HOLES (TYP.) <br />�— 2" —3" DIA. GRAVEL BACKFILL <br />N <br />6" (TYP.) <br />CONCRETE <br />4' <br />BASIN DRAIN PIPE <br />DETAIL 11 <br />1 "= 5' 1 C 2C <br />E <br />MCON/OWT, INC. <br />A SHA W GROUP COMPANY <br />250 <br />240 bi <br />- - - - O <br />a <br />230 �j <br />J <br />W <br />220 <br />*VARIES PER LOCATION <br />EXCAVATION* <br />240 <br />L5 <br />L� <br />z <br />230 z <br />O <br />220 <br />*VARIES PER LOCATION <br />DRAIN HOLES <br />UPPER 3 - 3" ❑ <br />MIDDLE 3 - 3" ❑ <br />LOWER 2 - 3" ❑ <br />234 <br />v --232 LL- <br />Z <br />230 z <br />O <br />H <br />228 <br />J <br />W <br />226 <br />COUNTY OF SAN JOAQUIN <br />FOOTHILL SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />DETAILS <br />DRAWING N0. <br />2C <br />PROJECT N0. <br />835608 <br />