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Q <br />w <br />0 <br />j DITCH <br />8' MIN. <br />EARTHFILL g' 6 <br />I ' <br />1.5' <br />1�2 21 <br />PHASE 3: <br />6" AGGREGATE BASE, <br />TOP WITH PENETRATION <br />TREATMENT <br />EL. 119.3 <br />x <br />3' <br />W <br />z <br />100' MIN. SETBACK FROM O <br />J <br />PROPERTY LINE <br />o <br />� <br />glJ <br />W <br />W Lli <br />0N <br />0 <br />o <br />30' <br />JIB <br />ISSUE FOR BID <br />12' - <br />I FC <br />FC <br />2i <br />2i _ <br />1 EL. 120' <br />EL. 119.76'-/ <br />3 1 VARIES -EARTHFILL PER LOCATION 1 <br />6" MIN. STRIPPING <br />EXCAVATION <br />EXISTING GROUND SURFACE <br />VARIES PER LOCATION <br />"HARDPAN" 6" MIN. KEY INTO HARDPAN 20' MIN.- <br />WEST PERIMETER BERM, MODULE 4 <br />(WITH DRAINAGE DITCH) <br />DETAIL1"=10, <br />, <br />W <br />z_ _ -- <br />EXISTING GROUND SURFACE <br />VARIES PER LOCATION <br />,-- w <br />Ll - <br />3' <br />23' <br />2% <br />5' 11 <br />3 <br />� 4 <br />EXISTING MODULE 3 <br />BASE LINER SYSTEM =MODULE 3 <br />REFUSE <br />I <br />1 3 <br />EXCAVATION <br />VARIES PER LOCATION <br />5' <br />' ^RAINAGE DITCH <br />SOUTH LIMIT, MODULE 4 <br />DETAI L 2 2 <br />1"=10'4 7 6 7 <br />a' <br />W <br />Z af <br />J W <br />z <br />M J <br />W <br />J Z <br />D z <br />0 <br />o V) <br />w <br />u- <br />0 m <br />Of <br />J 0 <br />Z I o 5' OFFSET <br />V) <br />wlo <br />3 <br />2% 1 f <br />1 <br />MODULE 4 <br />ELEVATION PER PLAN <br />NORTH LIMIT CONNECTION, MODULE 3 TO MODULE 4 <br />DETAIL r3 3 <br />1 "= 10'4 7 6 7 <br />��- ' &I. 15- <br />tiS� <br />1 <br />3 <br />SOIL STOCKPILE <br />12' 12' <br />SOIL BERM WHERE SHOWN ON PLAN <br />8' <br />EARTHFILL <br />1.5' 6" MIN. STRIPPING <br />1.5' MIN. DITCH WITH 2:1 SIDE SLOPES, <br />WHERE SHOWN ON PLAN <br />SOIL STOCKPILE PERIMETER <br />DETAIL K-4 4 <br />1"=10' 5 7 6 7 <br />40' <br />PHASE 3: <br />8" AGGREAGATE BASE, EARTHFILL <br />TOP WITH PENETRATION TREATMENT <br />1 _ VARIES <br />2 <br />2 / 1 �\�� j�\� <br />REFUSE <br />FILL BY OTHERS <br />ACCESS ROAD, MODULE 3 <br />DETAIL r-5 <br />1"=10' 4 7 6 7 <br />EXISTING GROUND SURFACE <br />VARIES PER LOCATION <br />12' 6" AGGREAGATE BASE, <br />EXCAVATION I 2' BERM TOP WITH PENETRATION TREATMENT 1.5' 2 <br />VARIES PER LOCATION 2 11 F-- <br />1 r2 I 40' SUBGRADE <br />(TO BE COMPACTED) <br />2% , <br />ACCESS ROAD, MODULE 4 <br />DETAIL rTy--s <br />1 "=10' 4 6 7 <br />6' <br />�1 <br />3 <br />2% <br />LCRS TRENCH <br />DETAIL K-7 7 <br />1 "= 5' 4 6 7 <br />EMCONIOWT, INC. <br />A SHA W GROUP COMPA A y' <br />COUNTY OF SAN JOAQUIN <br />NORTH COUNTY RECYCLING CENTER <br />AND SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />DETAILS <br />DRAWING N0. <br />7 <br />PROJECT NO. <br />835608 <br />0 <br />07/02/02 <br />ISSUE FOR BID <br />KILT <br />I FC <br />FC <br />REV <br />I DATE <br />I DESCRIPTION <br />OWN BY I <br />DES BY <br />CHK BY <br />APP BY <br />DATE OF ISSUE OWN BY R. BALLAL CHK BY FC <br />JULY 2002 DES BY FC APP BY _____ F. COPE <br />ACCESS ROAD, MODULE 4 <br />DETAIL rTy--s <br />1 "=10' 4 6 7 <br />6' <br />�1 <br />3 <br />2% <br />LCRS TRENCH <br />DETAIL K-7 7 <br />1 "= 5' 4 6 7 <br />EMCONIOWT, INC. <br />A SHA W GROUP COMPA A y' <br />COUNTY OF SAN JOAQUIN <br />NORTH COUNTY RECYCLING CENTER <br />AND SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />DETAILS <br />DRAWING N0. <br />7 <br />PROJECT NO. <br />835608 <br />