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0.30' HMA over shaped Conform @ EP <br />& compacted native-] <br />1 EP <br />1:1 <br />co <br />/Conform <br />_ Existing Width <br />12' Min f l <br />DRIVEWAY (TYPE D) <br />q <br />Const <br />Var EP 8' Dwy <br />HMA Overlay See Conc Dwy Note <br />E <br />Var o <br />Va- �� (10/. Max o <br />\ U <br />0.30' HMA <br />-Existing Roadway <br />SECTION B—B <br />Existing <br />' Dwy/Surface <br />R&D Excavated <br />Material <br />NOTE: Existing concrete driveway must be removed 8' <br />from the edge of pavement, unless otherwise <br />noted below, and must be saw cut to provide a <br />neat joint at the conform line. <br />CONCRETE DRIVEWAYS: <br />Sta 333+15 (Lt) <br />Sta 396+25 (Rt) <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE <br />03CY,-17CC� S��a71Ct' 03<p %% <br />NO SCALE <br />ENGINEER I DATE <br />Variable depth HMA over <br />existing paved driveway <br />r4 <br />Conform @ EP <br />DRIVEWAY (TYPE E) <br />4' Min <br />Existing See Note Below Existing <br />Surface Roadway <br />L0.50' HMA (Type A) <br />PAVEMENT REPAIR DETAIL <br />Note: Approximate dimensions and locations used for <br />estimating purposes are available upon request. <br />Dimensions and locations are subject to change <br />q at Engineer's discretion. * Upper 0.25' of <br />Const pavement repairs at the bridge approaches <br />Var EP 8' Dwy must be paved during mainline paving. <br />MA Overlay <br />1 <br />E <br />Var ° <br />Max) <br />Var,. (107. 65o Existing <br />Dwy <br />Existing Roadway Variable Depth HMA <br />SECTION C—C <br />CONSTRUCTION DETAILS <br />CHECKED DATE <br />/ �s o..• -.ter ��2 L ( l <br />RECORD DRAWING <br />Corrections By <br />No changes By <br />®ate Should Verity <br />Any Person Using This Drawing <br />All Information By Inspecting The Site Of Work <br />LIBERTY ROAD RESURFACING <br />(Elliott Road to Dry Creek Road) <br />Sheet No. <br />5 of 6 <br />