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m <br />m <br />z <br />O <br />1' �— 0'-2' <br />gym\ <br />Conform — <br />Replenish variable depth <br />Shoulder Backing <br />where prescribed by <br />Engineer (Typ) <br />EP <br />0.25' <br />(Typ) <br />Const <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />18'-25' <br />-Va r <br />Va r_ <br />EP <br />I <br />— -------------------- ------- ------------ <br />Remove Subbase, Base and Surfacing (0.25') <br />Existing Roadway <br />Place 0.25' HMA <br />EP <br />1' 2 2' <br />--� TE <br />_8% <br />Va <br />----�7 <br />Conform <br />Grade existing ground <br />to place TE <br />1' min width (Typ) <br />TYPICAL SECTION <br />Live Oak Road: Sta 10+10 to Sta 27+50 <br />Const <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />18'-25' — <br />Match <br />Exist Slope <br />Match <br />Exist Slope <br />0'— 2' —1 1 ' <br />Conform <br />Replenish variable depth <br />Shoulder Backing <br />where prescribed by <br />Engineer (Typ) <br />I <br />----------- ----------- <br />0.25' <br />-- <br />0.25' HMA Overlay J Existing Roadway <br />TYPICAL SECTION <br />Live Oak Road: Sta 27+50 to Sta 87+66 <br />COUNTY <br />OF SAN <br />JOAQUIN <br />NO SCALE <br />I TYPICAL <br />SECTIONS <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE CHECKED <br />DATE <br />Jonathan Curry <br />12/21 <br />!/- <br />1111ze lz�k <br />111141 <br />EP <br />2' 11 <br />TE <br />89 Vor <br />Conform <br />Variable Depth <br />Shoulder Backing (Typ) <br />NOTE: Reduce Shoulder Backing <br />placement to existing hinge point, if <br />the existing shoulder width is less <br />than 4 feet. <br />LIVE OAK ROAD RESURFACING <br />(Jack Tone Road to Tully Road) <br />Sheet No. <br />2 of 6 <br />