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Const <br />Limits of Clearing and Grubbing <br />nnA 1lnilhnv rclnnnl;nn <br />10' <br />L1 <br />1' <br />2' — 6' <br />See Table <br />1 ' <br />Finished <br />Var Depth <br />End <br />Surface <br />Shoulder <br />E <br />DATE I PROJECT ENGINEER DATE <br />Backing <br />o <br />11 Var _ <br />g <br />c <br />o <br />. �i, <br />V—a <br />v <br />4' <br />Existing AC Dike <br />-- <br />nrrell <br />I <br />E <br />i <br />v <br />I <br />o <br />� Const <br />Limits of Clearing and Grubbing <br />a m and Mailbox relocation <br />Existing <br />Surface <br />li- <br />Colnst <br />l� <br />3 <br />o <br />rn 10' <br />NO SCALE <br />2' — 6' <br />DETAILS <br />1 ' <br />Var Depth AC <br />End <br />9 <br />DRAWN BY <br />DATE I PROJECT ENGINEER DATE <br />CHECKED <br />DATE <br />�� <br />`rGikrnt (�2i <br />g <br />121,12 3 <br />. �i, <br />3/ <br />1 <br />4' <br />Existing AC Dike <br />-- <br />10+10 <br />Finished <br />E <br />-- <br />2' <br />to remain <br />14+00 <br />3 <br />1 Surface <br />2 <br />12+00 <br />15+00 <br />(where occurs) <br />a <br />-- <br />IO <br />Var _ <br />Var v <br />1--47F-- <br />o <br />Existing <br />15+00 <br />17+34 <br />i <br />N/A <br />15+00 1 <br />17+20 <br />Surface <br />_..__- <br />-------------- <br />DEfNL 4 <br />Limits of Clearing and Grubbing <br />and Mailbox relocation <br />10' L2 4' 1 <br />See Table <br />Finished <br />Surface <br />11 Var _ 8% <br />DETAIL -2 <br />COUNTY OF <br />SAN JOAQUIN <br />NO SCALE <br />SHOULDER <br />DETAILS <br />RIGHT SHOULDER <br />Begin <br />End <br />Detail <br />DRAWN BY <br />DATE I PROJECT ENGINEER DATE <br />CHECKED <br />DATE <br />�� <br />`rGikrnt (�2i <br />Ll <br />121,12 3 <br />. �i, <br />3/ <br />1 <br />4' <br />-- <br />Existing <br />--Or <br />Var Depth <br />Shoulder Backing <br />Const <br />I <br />Limits of Clearing and Grubbing <br />and Mailbox relocation <br />10' Earthwork 1' <br />(Misc Areas) <br />4' 4' <br />Finished E <br />Surface o Existing <br />C Surface <br />Var _ gy; _ _0 <br />— — — — — J 0.25' Shoulder <br />Backing <br />DETAIL <br />SHOULDER SCHEDULE <br />HARNEY LANE RESURFACING <br />(DeVries Road to Davis Road) <br />Sheet No. <br />3of7 <br />LEFT SHOULDER <br />RIGHT SHOULDER <br />Begin <br />End <br />Detail <br />Ll <br />L2 <br />Begin <br />End <br />Detail <br />Ll <br />L2 <br />10+10 <br />12+00 <br />1 <br />4' <br />-- <br />10+10 <br />12+00 <br />2 <br />-- <br />2' <br />12+00 <br />14+00 <br />3 <br />N/A <br />12+00 <br />15+00 <br />1 <br />4' <br />-- <br />14+00 <br />15+00 <br />1--47F-- <br />15+00 <br />17+34 <br />4 <br />N/A <br />15+00 1 <br />17+20 <br />4 1 <br />N/A <br />UNION PACIFIC RAILROAD <br />UNION PACIFIC RAILROAD <br />17+45 1 <br />19+78 <br />4 <br />N/A <br />17+31 <br />19+78 <br />4 <br />N/A <br />19+78 <br />27+50 <br />1 <br />6' <br />-- <br />19+78 <br />25+50 <br />2 <br />-- <br />2' <br />27+50 <br />29+00 <br />1 <br />4' <br />-- <br />25+50 <br />27+50 <br />1 <br />N/A <br />29+00 <br />35+00 <br />2 <br />-- <br />4' <br />27+50 <br />32+50 <br />2 <br />-- <br />2' <br />35+00 <br />46+50 <br />1 <br />6' <br />-- <br />32+50 <br />60+00 <br />2 <br />-- <br />4' <br />46+50 <br />47+50 <br />3 <br />N/A <br />60+00 <br />61+50 <br />1 <br />6' <br />-- <br />47+50 <br />58+00 <br />1 <br />61+50 <br />62+92 <br />2 <br />-- <br />2' <br />.[::�58+00 <br />62+92 <br />2J��211 <br />HARNEY LANE RESURFACING <br />(DeVries Road to Davis Road) <br />Sheet No. <br />3of7 <br />