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1' 1 2' <br />E <br />0 <br />OG c <br />i <br />BOG <br />Exist Surface <br />L <br />0 <br />U <br />Limits of Clearing and Grubbing <br />4' <br />12' <br />q <br />Const <br />I <br />Finished Surface ' <br />I <br />8% Var I <br />I <br />L-------- <br />Var Depth <br />Shoulder Backing <br />DETAIL 1 <br />Const <br />Limits of Clearing and Grubbing I <br />*6' _1 12' <br />Finished Surface <br />Var <br />Var Depth <br />Shoulder Backing <br />DETAIL 2 <br />4' Sto 427+00 to Sta 436+00 (Lt) <br />Limits of Clearing and Grubbing <br />1' Earthwork (Misc Area) <br />Exist cut Shape and Compact Existing Native <br />slope 2' — 6, 4, <br />0 0.30' Shoulder Var Depth <br />\ E i'—Backing Shoulder Backing <br />\ o CL <br />°' <br />\ co <br />\ \ Din <br />Var <br />o� <br />® DETAIL 3 <br />Const <br />12' <br />I <br />Finished I <br />Surface <br />Var <br />I <br />COUNTY OF SAN JOAQUIN I NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE c� CHECKEDc�� DATE <br />Vincent 'r 12110 b r?Gw( /L <br />Limits of Clearing and Grubb <br />5' <br />Earthwork <br />(Misc Areas) <br />Place AC Dike <br />(Type A) per <br />o SP A87B <br />0 dor <br />Exist <br />Compact existing - <br />surface and place <br />variable depth of <br />Shoulder Backing <br />q <br />Cor <br />R & D-1Exist AC 1' lace 0.50' AC <br />Dike (AC Misc Areas) <br />RECORD DRAWIN( <br />DETAIL 4 Corrections By <br />No (16anges By <br />Dat" /2 -0_ <br />Any Person Using This Drawing Should Vartf <br />SHOULDER SCHEDULE Ail inkimrmtion By inspecting The 81te Of wo <br />V I <br />12' <br />. <br />0 <br />I <br />Finished I <br />RIGHT <br />Surface I <br />a U <br />to <br />0 Q <br />IVar <br />Station <br />I <br />R & D-1Exist AC 1' lace 0.50' AC <br />Dike (AC Misc Areas) <br />RECORD DRAWIN( <br />DETAIL 4 Corrections By <br />No (16anges By <br />Dat" /2 -0_ <br />Any Person Using This Drawing Should Vartf <br />SHOULDER SCHEDULE Ail inkimrmtion By inspecting The 81te Of wo <br />Note: <br />Transition between shoulder type to be 10' to 20' <br />and shall be determined by the Engineer on site. <br />SHOULDER DETAILS LIBERTY ROAD RESURFACING <br />AND SCHEDULE (Dry Creek Road to State Highway Route 88) <br />Sheet No. <br />3 of 8 <br />LEFT <br />RIGHT <br />Station <br />to <br />Station <br />Detail <br />Station <br />to <br />Station <br />Detail <br />414+50 <br />to <br />418+00 <br />2 <br />414+50 <br />to <br />485+00 <br />1 <br />418+00 <br />to <br />426+00 <br />1 <br />485+00 <br />to <br />487+00 <br />2 <br />426+00 <br />to <br />447+00 <br />2 <br />487+00 <br />to <br />493+00 <br />1 <br />447+00 <br />to <br />463+00 <br />1 <br />493+00 <br />to <br />495+00 <br />2 <br />463+00 <br />to <br />467+00 <br />2 <br />495+00 <br />to <br />497+00 <br />1 <br />467+00 <br />to <br />530+00 <br />1 <br />497+00 <br />to <br />499+00 <br />2 <br />530+00 <br />to <br />533+00 <br />2 <br />499+00 <br />to <br />528+50 <br />1 <br />533+00 <br />to <br />546+00 <br />1 <br />528+50 <br />to <br />533+00 <br />2 <br />546+00 <br />to <br />552+00 <br />3 <br />533+00 <br />to <br />534+20 <br />1 <br />552+00 <br />to <br />555+00 <br />2 <br />534+20 <br />to <br />538+60 <br />4 <br />555+00 <br />to <br />565+50 <br />1 <br />538+60 <br />to <br />569+00 <br />1 <br />565+50 <br />to <br />577+00 <br />2 <br />569+00 <br />to <br />575+00 <br />2 <br />577+00 <br />to <br />598+00 <br />1 <br />575+00 <br />to <br />598+00 <br />1 <br />598+00 <br />to <br />607+00 <br />2 <br />598+00 <br />to <br />603+00 <br />2 <br />607+00 <br />to <br />656+75 <br />1 <br />598+00 <br />to <br />656+75 <br />1 <br />Note: <br />Transition between shoulder type to be 10' to 20' <br />and shall be determined by the Engineer on site. <br />SHOULDER DETAILS LIBERTY ROAD RESURFACING <br />AND SCHEDULE (Dry Creek Road to State Highway Route 88) <br />Sheet No. <br />3 of 8 <br />