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0 <br />w <br />i <br />N <br />O <br />w <br />i <br />v <br />I <br />0 D <br />Svy) <br />r � <br />o m <br />D m <br />CD <br />0 <br />3 <br />D <br />s <br />a <br />A <br />V <br />0.30' Asphalt Concrete over <br />Conform ® EP--, Fshaped and compacted native Conform <br />New EP <br />onform <br />Existing Width <br />12' �_M_ Min <br />Y <br />TYPE D <br />Const <br />IAC Overlay * g' <br />I E <br />1 Var �`' Var <br />(10%Max) o Existing <br />Surface <br />1 <br />rM'pt3O' <br />Asphalt Concrete <br />Existing <br />Roadway <br />F-'$' <br />Variable depth Asphalt Concrete <br />over existing paved driveway <br />New EP <br />,R4WR <br />I I R = Conform to <br />Existing Width I existing radii <br />12' Min <br />4 <br />Existing <br />Surface 1 <br />4' Min JI <br />See Note Below —I <br />Existing <br />—Roadway <br />salt Concrete <br />PAVEMENT REPAIR DETAIL <br />Note: Width (4' minimum). <br />Dimensions and locations will be <br />Determined by the Engineer. <br />Survey Monument Frame <br />and Cover (See SJCO <br />Std Dwg CW—Ml) <br />Elevation shall match <br />finished grade of <br />pavement 1/8"± <br />TYPE E <br />Ct <br />Const <br />AC Overlay * 6' Class 3 PCC Collar <br />placed around <br />I E monument frame <br />a- O <br />I Var Var <br />002 Max) 0 q� xlsting <br />�., <br />) Surface <br />I <br />Variable Depth <br />Existing Asphalt Concrete <br />Roadway <br />SECTION A—A SECTION 6-6 <br />TYPICAL DRIVEWAY DETAILS <br />Concrete Driveway : Sta 48+35 (Rt) <br />Note : Portion of existing PCC driveway shall be removed from <br />the edge of pavement to the distance listed above. <br />PCC shall be saw cut to provide a clean and neat joint <br />at conform line. <br />*The following AC Driveways shall be extended to 10' from new EP <br />at Sta 36+67 (Lt) and Sto 47+70 (Rt) <br />COUNTY OF SAN JOAQUIN I NO SCALE I CONSTRUCTION DETAILS <br />DRAWN BY <br />C)Tmmt e�,,i <br />DATE I PROJECT ENGINEER I DATE <br />12%12 1 Y. <br />I si, /I <br />CHECKED <br />DATE <br />3I,f113 <br />ID Cover <br />rame+l2" <br />Mon[ --Asphalt Concrete (2" Thk) <br />(3/8" max aggregate size) <br />r --AC Overlay <br />00mi- <br />Line or <br />Saw Cut <br />D PVC <br />Undisturbed ;�'a Existing Survey Monument <br />basement soil to remain in place and <br />41L undisturbed <br />SURVEY MONUMENT DETAIL <br />1 16' to Const Center Line <br />Existing a Driveway <br />Surface Profile <br />-- 'Cement Slurry Backfill <br />1 (1'f cover) <br />00 f o � J X12"0 CMP (0.079" thick) <br />o o L` S = level <br />DETAIL A <br />Sta 36+67 (Lt) <br />HARNEY LANE RESURFACING <br />(DeVries Road to Davis Road) <br />Sheet No. <br />6 of 7 <br />