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0 <br />N <br />3 <br />Q <br />8 <br />3 <br />v � <br />O' N <br />O p <br />O J <br />Zrp <br />v M <br />L7 L7 <br />w Li <br />Q it <br />� x <br />-70 <br />v <br />N <br />N <br />O <br />O <br />0 <br />I <br />E <br />D <br />N <br />C <br />0 <br />2' DEEP <br />SEE DEI <br />50' WIDE <br />AN D HAL <br />EARTI- <br />/ D <br />3. EARTHWORK PLACEMENT AND COMPACTION SHALL MEET THE FOLLOWING REQUIREMENTS: <br />EMCON/OWT, INC. <br />A SHAW GROUP COMPANY <br />SEE DETAIL <br />GRADE NATURAL SWALE <br />AS NEEDED FOR DRAIN PIPE FLOW <br />16' WIDE CHANNEL WITH <br />2:1 SIDESLOPES, S= 0.( <br />x� x <br />0 <br />0 <br />INSTALL 300rLT7FENCE <br />_ x <br />x <br />DN CONTROL <br />SECTION 10-1 (TYP.) <br />x <br />L 24" DIA X 225 1 LONG <br />GE OVERSIDE DRAIN <br />5, BURIED SECTI N (TYP.) <br />DOTE 5) <br />Lo <br />X <br />LOPE PROTECT <br />)TE 6) N <br />DAYLIGHTS (TYF�) <br />o <br />X& <br />;OIL Bail <br />EARTHFILL <br />SLOPE PROTECTION <br />NOTE 6) <br />STAKFniJT INMRMATION <br />A <br />EL. <br />229 <br />N <br />157.7 <br />SUBGRADE LOOSE LIFT MOISTURE DENSITY GRADE <br />1330.6 <br />0 <br />EL. <br />ISSUE FOR BID <br />DESCRIPTION <br />N <br />THICKNESS CONTENT (ASTM D1557) TOLERANCE <br />E <br />1330.6 <br />C <br />x <br />EARTHFILL <br />N <br />157.7 <br />07/02/02 <br />KLT <br />FC <br />SOIL 90% f0.1 FT. <br />229 <br />x <br />DATE <br />DWN BY <br />STOCKPILE <br />CHK BY <br />APP BY <br />DATE OF ISSUE DWN BY KLT CHK BY <br />JULY 2002 DES BY =- APP BY 00 <br />N <br />162.7 <br />8" t3% OF OPTIMUM 90% +0.2-0.0 FT. <br />1262.5 <br />F <br />EL. <br />231.5 <br />N <br />12" MIN. 85% f 1 FT. <br />E <br />1221.2 <br />G <br />EL. <br />234 <br />4. COORDINATE TESTING OF EARTHFILL WITH ENGINEER PER SECTION 10-1. <br />169.3 <br />E <br />1215.6 <br />H <br />EL. <br />234 <br />N <br />22.8 <br />E <br />x <br />I <br />5. OVERSIDE DRAINS SHALL INCLUDE METAL FLARED INLETS, ELBOWS, AND WATER -TIGHT <br />N <br />93.6 <br />E <br />1248.9 <br />BAND COUPLINGS AND ANCHOR ASSEMBLIES AT EACH JOINT (STD PLANS D94A, D87A, <br />x <br />AND D97F). <br />6. PLACE ROCK SLOPE PROTECTION, METHOD B PLACEMENT, FACING CLASS, OVER ROCK <br />SLOPE PROTECTION FABRIC, APPROXIMATELY 1.5' THICK, 10' WIDE, AND 20' LONG AT PIPE <br />OUTLET IN A 1.5' DEEP EXCAVATION, AS DIRECTED BY ENGINEER. <br />SCALE IN FEET <br />7. THESE CONTOURS REPRESENT STOCKPILE VOLUME OF APPROX. 750,000 CU. YD. <br />0 100 <br />200 <br />61 <br />x <br />ACTUAL STOCKPILE VOLUME MAY VARY. ADJUST CONTOURS TO PROVIDE THE SLOPES AS <br />n <br />SHOWN, AND ADJUST DRAINAGE AND EROSION CONTROL FEATURES AS DIRECTED BY THE <br />ENGINEER TO ACCOMODATE ACTUAL FILL VOLUME. <br />Composite Topo Date: <br />January 28, 2002 by <br />Siegfried <br />Engineering & October 1998 topo-Foothill sanitary <br />Landfill/2000 SURVEY. <br />EMCON/OWT, INC. <br />A SHAW GROUP COMPANY <br />SEE DETAIL <br />GRADE NATURAL SWALE <br />AS NEEDED FOR DRAIN PIPE FLOW <br />16' WIDE CHANNEL WITH <br />2:1 SIDESLOPES, S= 0.( <br />x� x <br />0 <br />0 <br />INSTALL 300rLT7FENCE <br />_ x <br />x <br />DN CONTROL <br />SECTION 10-1 (TYP.) <br />x <br />L 24" DIA X 225 1 LONG <br />GE OVERSIDE DRAIN <br />5, BURIED SECTI N (TYP.) <br />DOTE 5) <br />Lo <br />X <br />LOPE PROTECT <br />)TE 6) N <br />DAYLIGHTS (TYF�) <br />o <br />X& <br />;OIL Bail <br />EARTHFILL <br />SLOPE PROTECTION <br />NOTE 6) <br />STAKFniJT INMRMATION <br />A <br />EL. <br />229 <br />N <br />157.7 <br />E <br />1330.6 <br />0 <br />EL. <br />ISSUE FOR BID <br />DESCRIPTION <br />N <br />88.8 <br />E <br />1330.6 <br />C <br />EL. <br />229 <br />N <br />157.7 <br />07/02/02 <br />KLT <br />FC <br />FC <br />229 <br />REV <br />DATE <br />DWN BY <br />DES BY <br />CHK BY <br />APP BY <br />DATE OF ISSUE DWN BY KLT CHK BY <br />JULY 2002 DES BY =- APP BY 00 <br />EMCON/OWT, INC. <br />A SHAW GROUP COMPANY <br />SEE DETAIL <br />GRADE NATURAL SWALE <br />AS NEEDED FOR DRAIN PIPE FLOW <br />16' WIDE CHANNEL WITH <br />2:1 SIDESLOPES, S= 0.( <br />x� x <br />0 <br />0 <br />INSTALL 300rLT7FENCE <br />_ x <br />x <br />DN CONTROL <br />SECTION 10-1 (TYP.) <br />x <br />L 24" DIA X 225 1 LONG <br />GE OVERSIDE DRAIN <br />5, BURIED SECTI N (TYP.) <br />DOTE 5) <br />Lo <br />X <br />LOPE PROTECT <br />)TE 6) N <br />DAYLIGHTS (TYF�) <br />o <br />X& <br />;OIL Bail <br />EARTHFILL <br />SLOPE PROTECTION <br />NOTE 6) <br />STAKFniJT INMRMATION <br />A <br />EL. <br />229 <br />N <br />157.7 <br />E <br />1330.6 <br />B <br />EL. <br />229 <br />N <br />88.8 <br />E <br />1330.6 <br />C <br />EL. <br />229 <br />N <br />157.7 <br />E <br />1243.3 <br />D <br />EL. <br />229 <br />N <br />57.4 <br />E <br />1243.3 <br />E <br />EL. <br />229 <br />N <br />162.7 <br />E <br />1262.5 <br />F <br />EL. <br />231.5 <br />N <br />194.9 <br />E <br />1221.2 <br />G <br />EL. <br />234 <br />N <br />169.3 <br />E <br />1215.6 <br />H <br />EL. <br />234 <br />N <br />22.8 <br />E <br />1215.6 <br />I <br />NA <br />N <br />93.6 <br />E <br />1248.9 <br />COUNTY OF SAN JOAQUIN <br />FOOTHILL SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />MODULE 1 SOIL STOCKPILE PLAN <br />DRAWING NO. <br />1C <br />PROJECT NO. <br />835608 <br />