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a <br />O <br />W <br />Conform <br />0 FP <br />Existing Width <br />12' M i n <br />DRIVEWAY (TYPE <br />Const <br />EP <br />� - HMA Overlay 8' <br />Driveway <br />Match <br />L Exist Slope (1090Var Max) <br />[--]I --- <br />Existing <br />Roadway 0.30' HMA <br />SECTION A—A <br />EP <br />8'* <br />Conform <br />/Existing <br />1 Surface <br />R&D Excavated Material <br />Conform <br />® EP B <br />Variable depth HMA over <br />existing paved driveway <br />L*-- B <br />Existing Width <br />12' M i n <br />DRIVEWAY (TY <br />Const <br />EP <br />HMA Overlay ►' 8' <br />Driveway <br />Match <br />Exist Slope <br />0V rMax) <br />---------- <br />Existing <br />Roadway <br />TYPICAL DRIVEWAY DETAILS <br />NOTE: Portion of existing concrete driveway <br />must be removed from the point nearest <br />the edge of pavement to X' into the <br />driveway, unless otherwise noted above. <br />Concrete must be sawcut to provide a neat <br />joint at the conform line. <br />* <br />THE FOLLOWING FIVE (5) CONCRETE DRIVEWAYS <br />WILL BE SAW CUT AT THE DISTANCES NOTED <br />STA <br />LT or RT <br />SAW CUT <br />CONFORM <br />FROM EP <br />22+56 <br />LT <br />X <br />3' <br />26+41 <br />RT <br />X <br />2- <br />27+64 <br />LT <br />X <br />4' <br />27+78 <br />RT <br />X <br />2' <br />70+51 <br />LT <br />X <br />4' <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />S. Davis 01/2020 .___ -� <br />EP <br />1 <br />R 8 <br />Conform <br />Conform <br />0.04' <br />Var depth <br />HMA over Existing <br />existing surface Surface <br />SECTION B—B <br />I AV -01 <br />#A� .. - -."4 4. .1i �__ M <br />,k* W400"ltofs isy itI T" W <br />NO SCALE I CONSTRUCTION DETAILS <br />DATE CHECKED I DATE <br />, `l ;w1,-141 <br />CoPS- <br />t <br />—Limits of Clearing & Grubbing <br />EP <br />' Earthwork <br />HMA Overlay (Misc Areas) 1, <br />3 1' <br />Match C nform <br />Exist Slope <br />-AI--- <br />Existing - <br />Existing 0.25' <br />Roadway Shoulder Backing (Typ) <br />SHOULDER DETAIL <br />EARTHWORK MISC AREAS <br />Tully Road Sta 34+00 to 37+00 (LT & RT) <br />- 4' Min <br />Existing (See Note Below) <br />Surface <br />Existing <br />Roadway <br />0.25' HMA <br />*11111 gill <br />-- - - 1,111111 UMS11111, WINNOW <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 />TULLY ROAD RESURFACING <br />(1,180' South of Jahant Road to Collier Road) <br />Sheet No. <br />4 of 5 <br />