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F- Conform <br />EP A B <br />EP <br />0.30' & 0.25' HMA over shaped <br />1:1 & compacted native 1:1 $* R <br />A B <br />Confo <br />Existing Width <br />12' Min <br />(Z DRIVEWAY (TYPE D) <br />Const <br />HMA Overlay <br />i <br />Match <br />Exist Sloe <br />Existing -� <br />Roadway <br />0.30' HMA <br />/ Existing <br />Surface <br />R&D Excavated Material <br />SECTION A—A <br />*Sta 37+20 (Rt) - 4' PCC Dwy <br />*Sta 53+40 (Lt) - 5' PCC Dwy <br />*Sta 55+15 (Lt) - 5' PCC Dwy <br />NOTE: Portion of existing concrete driveway must be <br />removed from the point nearest the edge of pavement to <br />the distance noted above into the driveway. Concrete must <br />be sawcut to provide a neat joint at the conform line. <br />Const <br />EP <br />k -1v HMA Overlay 2'0 <br />i Driveway Conform <br />I Match Existing <br />�00% <br />Exist Slope Var Max)) y Surface <br />�. \X <br />Existing Place HMA <br />Roadway 0.25' <br />Remove Subbase, Base <br />and Surfacing 0.25' <br />Conform <br />® EP r► C <br />Variable depth HMA over <br />existing paved driveway <br />C <br />Existing Width <br />12' Min <br />DRIVEWAY (TYPE E) <br />EP <br />HMA Overlay 8' <br />Driveway <br />Match <br />Exist Slane 0 qq M,,,. <br />Existing J <br />Roadway <br />EP <br />8' <br />Conform <br />Conform <br />0.04' <br />J_� - <br />HMA <br />over Existing <br />existing surface Surface <br />SECTION C—C <br />q <br />Const <br />HMA <br />Overlay <br />Earthwork <br />(Mise Areas) <br />3'---- 1 ' <br />Conform <br />Var 8% <br />J <br />Existing Shoulder - 0.25' <br />Roadway Backing <br />SECTION B—B <br />0 Sta 19+74 (Lt) - 2' HMA Dwy <br />0 Sta 25+37 (Lt) - 2' HMA Dwy <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Jonathan Curry 12/21 -� -s <br />EARTHWORK <br />SHOULDER <br />Existing <br />DETAIL <br />AREAS) <br />Slurry - <br />(MISC <br />-- <br />TIT - <br />Sta <br />63+50 <br />Rt <br />to <br />Sta <br />66+25 <br />Rt <br />Sta <br />68+50 <br />Rt <br />to <br />Sta <br />71 +00 <br />Rt <br />Sta <br />77+00 <br />Rt <br />to <br />Sta <br />81 +00 <br />Rt <br />Sta <br />84+50 <br />Rt <br />to <br />Sta <br />86+50 <br />Rt <br />CONSTRUCTION DETAILS <br />CHECKED DATE <br />104"� ,f !1! /-y <br />Conform <br />® EP ,-► D <br />0.25' HMA over planed <br />driveway surface <br />Lo- D <br />L _ -I <br />DRIVEWAY (TYPE ESI <br />Const <br />EP <br />HMA Overlay 21* <br />i Driveway <br />I Match (10� Max <br />Exist Slope Var ) <br />Existing Place HMA <br />Roadway 0.25' <br />EP <br />/ 2' <br />1 <br />Conform <br />Conform <br />Existing <br />Surface <br />Remove Subbase, Base <br />and Surfacing 0.25' <br />SECTION D—D <br />*NOTE: Remove Subbase, Base and <br />Surfacing and pave 2' into existing <br />asphalt concrete ES driveways. <br />See Note <br />0.25' HMA — <br />Existing <br />(Min) <br />Surface <br />Slurry - <br />-- <br />TIT - <br />Cement <br />f;:� f r..r <br />Backfill <br />(� <br />� <br />„ <br />Var NOTE Place HMA 1 <br />Place 12" CSP <br />6„ <br />thicker than existing <br />? Min 0 <br />< .: <br />pavement with a <br />(0.079" Thick) <br />minimum thickness of <br />Match Exist <br />— <br />0.25'. Slurry Cement <br />Invert Elev & <br />Backfill used as <br />Cross Slope of <br />Native <br />structure backfill for <br />Exist Pipe <br />Material <br />pipe culverts as shown <br />CROSS <br />DRAIN DETAIL <br />on the plans will be <br />considered structure <br />Sta 61 +27 <br />backfill for <br />A For the <br />last 1' at each <br />end of the compensation purposes. <br />pipe, increase dimension to 18". <br />LIVE OAK ROAD RESURFACINGI Sheet No. <br />(Jack Tone Road to Tully Road) 5 of 6 <br />