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Existing <br />Surface <br />o V°rte 8% Existing <br />�S\ Surface <br />S = — — <br />I- <br />CD <br />Var Depth <br />m Shoulder Backing <br />Z> DETAIL 2 <br />o <br />A <br />Const <br />01 <br />0. <br />ex <br />CT I Limits of Clearing and Grubbing <br />CL <br />R <br />Const <br />Limits of Clearing <br />and Grubbing <br />RIGHT <br />12' — 16' 6' <br />1 ' <br />END <br />i <br />Finished <br />0' — 11' <br />Var h <br />10+20 <br />13+50 <br />I <br />Surface <br />Var Depth AC <br />Shoullder <br />E <br />74+86 <br />IFinished <br />Surface <br />Place AC Dike <br />Backing <br />o <br />75+66 1 <br />i <br />Var _ <br />(See Plan) <br />o <br />R A <br />u% <br />D <br />I <br />Var_ <br />V�� <br />Existing <br />Surface <br />76+92 <br />3 <br />43+50 <br />49+50, <br />1 <br />76+92 <br />78+50 <br />1 <br />49+50 <br />DETAIL <br />1 <br />78+50 <br />CPM <br />2 <br />74+95 <br />75+71 <br />3 <br />90+50 <br />93+50 <br />Const <br />R A <br />I L R O A <br />D <br />R&DAC Dike <br />100+72 <br />m <br />Limits <br />of Clearing <br />and Grubbing <br />100+72 <br />Cn <br />o <br />12' <br />81+50 <br />4' <br />2' <br />i <br />4 <br />81+50 <br />84+50 <br />2 <br />104+65 <br />105+66 <br />5 <br />84+50 <br />M' <br />I <br />Finished <br />96+50 <br />100+00 <br />2 <br />N <br />Surface <br />102+70 1 <br />1 <br />oE` <br />102+70. <br />o <br />N <br />4 <br />Existing <br />Surface <br />o V°rte 8% Existing <br />�S\ Surface <br />S = — — <br />I- <br />CD <br />Var Depth <br />m Shoulder Backing <br />Z> DETAIL 2 <br />o <br />A <br />Const <br />01 <br />0. <br />ex <br />CT I Limits of Clearing and Grubbing <br />CL <br />R <br />RIGHT <br />BEGIN <br />END <br />DETAIL <br />12' <br />0' — 11' <br />1' <br />10+20 <br />13+50 <br />1 <br />10+20 <br />Var Depth AC <br />1 <br />a <br />74+86 <br />IFinished <br />Surface <br />Place AC Dike <br />E <br />° <br />74+86 <br />75+66 1 <br />i <br />31+50 <br />(See Plan) <br />o <br />R A <br />u% <br />D <br />I <br />Var_ <br />Var <br />Existing <br />Surface <br />76+92 <br />3 <br />43+50 <br />49+50, <br />1 <br />76+92 <br />78+50 <br />1 <br />49+50 <br />---------------� <br />2 <br />78+50 <br />CPM <br />2 <br />74+95 <br />75+71 <br />3 <br />90+50 <br />93+50 <br />1 <br />R A <br />I L R O A <br />D <br />R&DAC Dike <br />100+72 <br />m <br />76+19 <br />76+98 <br />DETAIL 3 <br />100+72 <br />Cn <br />o <br />76+97 <br />81+50 <br />1 <br />102+48 <br />COUNTY OF SAN JOAQUINNO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />C-9inami e -2i 08111 • IN // <br />Const <br />ILimits of Clearing and Grubbing <br />12' 10' <br />Var Depth AC <br />IFinished E <br />Surface o <br />Iif Var _ Var <br />--------------- <br />D TAI L 4 <br />Const <br />I_ Limits of Clearing and Grubbing <br />Exist AC Dike <br />o P— <br />LEFT <br />xisting <br />urface <br />12' 2' — 4' 1 ' <br />0.13 AC <br />Finished E Existing AC Dike <br />Surface <br />0 <br />Var _ Existing <br />Vater 0 o Surface <br />-------------- <br />DETAIL 5 <br />SHOULDER DETAILS <br />CHECKED DATE <br />SHOULDER SCHEDULE <br />WOODBRIDGE ROAD RESURFACINGI Sheet No. <br />Lower Sacramento Road to State Highway Route 99) 3 of 8 <br />RIGHT <br />BEGIN <br />END <br />DETAIL <br />BEGIN <br />END <br />DETAIL <br />10+20 <br />13+50 <br />1 <br />10+20 <br />13+50 <br />1 <br />13+50 <br />74+86 <br />2 <br />13+50 <br />31+50 <br />2 <br />74+86 <br />75+66 1 <br />3 <br />31+50 <br />1 37+50 <br />1 <br />R A <br />I L R O A <br />D <br />37+50 <br />43+50 <br />2 <br />76+06 <br />76+92 <br />3 <br />43+50 <br />49+50, <br />1 <br />76+92 <br />78+50 <br />1 <br />49+50 <br />74+95 <br />2 <br />78+50 <br />90+50 <br />2 <br />74+95 <br />75+71 <br />3 <br />90+50 <br />93+50 <br />1 <br />R A <br />I L R O A <br />D <br />93+50 <br />100+72 <br />2 <br />76+19 <br />76+98 <br />3 <br />100+72 <br />102+48 <br />1 <br />76+97 <br />81+50 <br />1 <br />102+48 <br />104+65 <br />4 <br />81+50 <br />84+50 <br />2 <br />104+65 <br />105+66 <br />5 <br />84+50 <br />96+50 <br />1 <br />96+50 <br />100+00 <br />2 <br />100+00 <br />102+70 1 <br />1 <br />102+70. <br />104+76 1 <br />4 <br />WOODBRIDGE ROAD RESURFACINGI Sheet No. <br />Lower Sacramento Road to State Highway Route 99) 3 of 8 <br />