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4' M i n <br />Existing (See Note Below) <br />Surface � � — <br />Existing <br />Roadway <br />0.50' HMA <br />WAM 31 u I gum WOM11:401 <br />NOTE: Approximate dimensions and locations <br />used for estimating purposes are available <br />on Bid Express website. Dimensions and <br />locations are subject to change at <br />Engineer's discretion. <br />HECORD DIRRAINVING <br />Corrftlons" _ -4 <br />No Changes 9'Y_..tom"' � <br />Dab., \-,N- `�. <br />Any Pa, <br />All lnb+ <br />.J <br />VS <br />D <br />V) n <br />V 1 m <br />r <br />M <br />z <br />0 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />Jonathan Curry 01/22 <br />Conform <br />00 FP <br />Existing Width <br />12' Min <br />EP <br />6 <br />Const <br />EP <br />HMA Overlay 6'* <br />Driveway <br />i Conform <br />Match <br />' Exist Slope �1 V max) Existing <br />Surface <br />Existing <br />Roadway 0.30' HMA - <br />R&D Excavated Material <br />* TYPE D DRIVEWAYS SCHEDULE (CONFORM) <br />STA <br />LT or RT <br />SURFACE <br />SAW CUT <br />CONFORM <br />FROM EP <br />16+15 <br />RT <br />PCC <br />X <br />4' <br />16+35 <br />RT <br />HMA <br />13+49 <br />8' <br />18+37 <br />RT <br />PCC <br />X <br />4' <br />19+27 <br />RT <br />PCC <br />X <br />4' <br />20+17 <br />LT <br />PCC <br />X <br />4' <br />20+80 <br />RT <br />PCC <br />X <br />4' <br />21+50 <br />RT <br />PCC <br />X <br />4' <br />24+41 <br />RT <br />PCC <br />X <br />4' <br />41+83 <br />RT <br />PCC <br />X <br />4' <br />Conform <br />® EP B <br />Variable depth HMA over <br />existing paved driveway <br />L► B ti <br />_ Existing Width <br />12' Min <br />DRIVEWAY (TYPE E) <br />q <br />Const <br />EP <br />HMA Overlay 6'� <br />I Driveway <br />Match <br />Exist Slope i1 rax) <br />Existing <br />9 <br />Roadway <br />EP <br />6'� <br />Conform <br />Conform <br />0.04' <br />Var depth t <br />HMA over Existing <br />existing surface Surface <br />i <br />TYPE E DRIVEWAYS SCHEDULE (CONFORM) <br />STA <br />LT or RT <br />SURFACE <br />CONFORM <br />FROM EP <br />12+70 <br />LT <br />HMA <br />8' <br />13+49 <br />RT <br />HMA <br />8' <br />NOTE: Portion of existing concrete driveway <br />must be removed from the point nearest <br />the edge of pavement to 4' into the <br />driveway, unless otherwise noted above. <br />Concrete must be sawcut to provide a neat <br />joint at the conform line. <br />WIN180,11111MM <br />NO SCALE I CONSTRUCTION DETAILS I ATKINSON ROAD RESURFACING <br />(Hibbard Road to Jack Tone Road) <br />DATE CHECKED DATE <br />2�7I <br />Sheet No. <br />4 of 5 <br />