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U) <br />0.30' Asphalt Concrete over <br />shaped and compacted native.Conform <br />r,> <br />/-® EP <br />EP <br />8' <br />Conform A <br />Existing Width <br />12' Min TYPE D <br />10 <br />Variable depth Asphalt <br />Concrete over <br />driveways <br />li Const <br />R <br />TBM = Sta 10+00 <br />ELEVATION = 101.57 <br />COUNTY OF SAN JOAQ UIN <br />n <br />EP <br />8' <br />I <br />kma <br />2' <br />J <br />0 <br />DRAWN BY DATE PROJECT ENGINEER <br />Ls Aguilar 02113 . I. <br />EP-/ <br />CL <br />Const <br />AC Overlay 8' <br />w E <br />I o <br />Var Var o Existing <br />(109' Max)rSurface <br />I I <br />Existing Roadway, <br />0.30' Asphalt Concrete <br />SECTION A—A <br />Ct <br />Const <br />AC Overlay 8' <br />w E <br />I _ o <br />Existing <br />Var V�� (109 Max) rSurface <br />I <br />IrEx—=isting Roadway) <br />Variable Depth AC over 0.04' <br />existing surface <br />Exist Utility Vault <br />to remain <br />NO SCALE <br />DATE <br />2.ILI n <br />Note: Portion of existing concrete driveway shall be removed <br />5't from the edge of pavement as determined by the <br />engineer. Concrete shall be saw cut to provide a neat <br />joint at the conform line. <br />Existing <br />Surface <br />Concrete Driveways <br />Sta 34+10 ( Right ) <br />Sta 34+90 ( Right ) <br />4' Minimum <br />(See Note Below) <br />Concrete <br />Note: Approximate dimensions and locations used for <br />estimating purposes are available upon request. <br />Dimensions and locations are subject to change <br />at Engineer's discretion. <br />DITCH DETAIL g <br />Sta 10+70 to Sta 11+70 ( Right) 2'-5' SECTION C—C <br />CONSTRUCTION DETAILS BEAR CREEK ROAD RESURFACING Sheet No. <br />( North 99 Frontage Road East to Furry Road) 1 5 of 7 <br />CHECKED BY DATE <br />Flowline <br />Const <br />Limits of Clearing and Grubbing <br />/ EP <br />Overlay <br />1 ' —7— Var —T— 2' 1' <br />., <br />, <br />Earthwork (Misc Areas) E <br />5, <br />I <br />Var _ <br />8% Existing c <br />Surface <br />I <br />ist <br />Tree (Typ) <br />Variable Depth Flowline Elev = 99.77 <br />Shoulder Backfin <br />DITCH DETAIL g <br />Sta 10+70 to Sta 11+70 ( Right) 2'-5' SECTION C—C <br />CONSTRUCTION DETAILS BEAR CREEK ROAD RESURFACING Sheet No. <br />( North 99 Frontage Road East to Furry Road) 1 5 of 7 <br />CHECKED BY DATE <br />