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- Conform 0 EP Conform ® EP <br />(For Type D only) (For Type F only) <br />EP A _ EP . Fol <br />Variable depth HMA over $,* 0.30' HMA over shaped <br />8 R existing paved driveway R 1:1 & compacted native 1:1 <br />i <br />Conform A Conform B C <br />Ii I <br />12' min _ 12' min _ <br />Exist width Exist width <br />DRIVEWAYS (TY <br />const <br />I EP Driveway <br />1-1—HMA Overlay 8' <br />L Existing <br />Var _ (10gaaX <br />4 -- <br />Surface <br />_ter �- <br />0.04' <br />Existing Var depth HMA over <br />Roadway existing surface <br />SECTION A—A <br />A <br />rn <br />rn <br />z <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />T.Powers 11/20/19 <br />Driveway (Type F) must be paid for <br />under Driveways (Type D) Item of Work <br />RIVEWAYS (TYPE D) or (TYPE F <br />NOTE: Portion of existing driveway must be removed from <br />the point nearest to the edge of pavement to the given <br />lengths into the driveway. Concrete must be saw cut to <br />provide a neat joint at the conform line. <br />F <br />Const. EP Driveway <br />✓- HMA Overlay 8'* E <br />o Existing <br />' Var _ 007 or c Surface <br />max) <br />U --�_ — <br />Existing R & D Excavated Material <br />Roadway 0.30' HMA over shaped and <br />compacted native material <br />SECTION B—B <br />*12' Driveway at Sto 47+10 Rt <br />PCC DRIVEWAY LIST <br />Sta: <br />42+75 <br />Rt <br />(Type <br />D) <br />Sta: <br />68+53 <br />Rt <br />(Type <br />E) <br />Sta: <br />69+70 <br />Rt <br />(Type <br />E) <br />Sta: <br />70+14 <br />Rt <br />(Type <br />E) <br />NO SCALE I CONSTRUCTION DETAILS <br />DATE CHECKED DATE <br />Existinc <br />Surface <br />Existinc <br />Roadway <br />4' Min <br />(See Note Below) <br />V.LJ I IIVIPI <br />PAVEMENT REPAIR DETAIL <br />NOTE: Approximate dimensions and locations <br />used for estimating purposes are available. <br />Dimensions and locations are subject to <br />change at Engineer's discretion. <br />F <br />Const. EP Driveway <br />�---✓L HMA Overlay 8'**� E Existing <br />I° Surface <br />Var _ �(6.25% Max) <br />. -J — - <br />r <br />Existing R & D Excavated Material <br />Roadway 0.30' HMA over shaped and <br />compacted native material <br />SECTION C—C <br />"Driveway (Type F) at Sta 60+57 Rt <br />TRAHERN ROAD RESURFACING <br />(Airport Way to Manteca Road) <br />Sheet No. <br />4 of 5 <br />