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320 <br />300 <br />280 <br />260 <br />240 <br />220 <br />ry <br />w <br />z_ <br />J <br />W <br />O <br />I— <br />J <br />W <br />ry <br />50' WIDE ACCESS & HAUL ROAD w 1 250' WIDE WEST BENCH � 26 <br />/ — SEE DETAIL <br />1.4% _ <br />­4_� (SKEWED) 3 \ <br />\ I STOCKPILE 1 � EARTHFILL <br />3 I <br />--- -- <br />----_ _ --_----------- <br />_�:EARTHFILL <br />SLOPE LIMIT OF <br />STOCKPILE/EARTHFILL <br />Li <br />O <br />m <br />Q <br />N 1920 <br />E 3750 <br />E 2500 <br />ry <br />w <br />z <br />LL_ <br />O <br />50' WIDE EAST BENCH 5 <br />SEE DETAIL 2A 2B <br />w <br />320 <br />_ 300 <br />\ 280 <br />1 <br />--- EXCAVATION 50' ------------- ----- <br />--�� �— — — 260 <br />-- ------ 3 \ EARTIFILL 240 <br />1� \\ <br />DO NOT OVER EXCAVATE <br />SEE NOTE 2, DRAWING 1C E 4000 <br />ry <br />Lu <br />z <br />J <br />l.L <br />O <br />20' WIDE NORTH BENCH 3 D <br />SEE DETAIL 2A 2B ry <br />D <br />320 �` <br />�T \ <br />300 \\ <br />280 SKEWE <br />\ EXCAVATION <br />260 \ <br />240 f <br />220 • LCRS TRENCH, (TYP.) <br />SEE DETAIL <br />N 2500 <br />W W <br />:2 X <br />300----------� <br />280 <br />260 <br />240 <br />220 <br />N 1500 <br />N 2000 <br />220 <br />7 <br />-------- ----- <br />Q <br />)A <br />N 1920 <br />E 3750 <br />SECTION rB <br />1 "=50' 1B 2A <br />N 1000 <br />159 <br />O <br />J <br />Li <br />m <br />--------- -- ----- — — — - —-------------- — --- --- _ J <br />----------- Q <br />E 3000 <br />SECTION rA <br />1 "=50' 11v <br />W <br />Z <br />O <br />L7 <br />� 4 <br />J 50' WIDE SOUTH BENCH <br />SEE DETAIL 2A 26 <br />320 <br />w <br />300 <br />— 280 <br />EXCAVATION <br />50' �I 1 260 <br />240 <br />220 <br />DO NOT OVER EXCAVATE <br />SEE NOTE 2, DRAWING 1 C <br />1.4% <br />SKEWED <br />STOCKPILE 2---?, <br />--------------- <br />SECTION c <br />"=50' 1C 2A <br />N 1500 <br />STOCKPILE TOP DECK <br />HYDROMULCH <br />N 500 <br />EMCON/OWT, INC. <br />A SHA W GROUP COMPANY <br />EROSION CONTROL <br />PER SECTION 10-1 <br />1616111 <br />0114:141 <br />260 <br />240 <br />220 <br />COUNTY OF SAN JOAQUIN <br />FOOTHILL SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />SECTIONS <br />N 1920 <br />E 3750 <br />DRAWING NO <br />2A <br />PROJECT NO. <br />835608 <br />0 <br />07/02/021 <br />ISSUE FOR BID <br />KLT <br />FC <br />FC <br />REV <br />I DATE <br />DESCRIPTION <br />DWN BY <br />DES BY <br />I CHK BY <br />APP BY <br />DATE OF ISSUE DWN BY K. TROYER CHK BY FC <br />JULY 2002 DES BY FC APP BY F. COPE <br />N 500 <br />EMCON/OWT, INC. <br />A SHA W GROUP COMPANY <br />EROSION CONTROL <br />PER SECTION 10-1 <br />1616111 <br />0114:141 <br />260 <br />240 <br />220 <br />COUNTY OF SAN JOAQUIN <br />FOOTHILL SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />SECTIONS <br />N 1920 <br />E 3750 <br />DRAWING NO <br />2A <br />PROJECT NO. <br />835608 <br />