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M <br />X <br />m <br />r- <br />M <br />z <br />0 <br />Conform Conform <br />® EP ® EP <br />A EP B <br />0.30' HMA over shaped Variable depth HMA over <br />1:1 & compacted native1:1 8 R existing paved driveway <br />A Conform B <br />Existing Width Existing Width _ <br />12' Min 12' Min <br />DRIVEWAY (TYPE D) DRIVEWAY PE E) <br />q <br />Const <br />EP <br />HMA Overlay 8' <br />Driveway <br />Match <br />I� Exist Slope 11 )";,Max) <br />Existing <br />Roadway 0.30' HMA - <br />SECTION A—A <br />Conform <br />/ Existing <br />— � Surface <br />R&D Excavated Material <br />NOTE: Portion of existing concrete driveway <br />must be removed from the point nearest <br />the edge of pavement to 8' into the <br />driveway, unless otherwise noted above. <br />Concrete must be sawcut to provide a neat <br />joint at the conform line. <br />q <br />Cost <br />EP <br />r►� HMA Overlay *8' -- <br />Driveway <br />i Match <br />Exist Slope (� V rMax) <br />i -�- �- <br />Existing <br />Roadway <br />•�_ <br />COUNTY OF SAN JOAQUIN I NO SCALE <br />EP <br />*8, <br />Conform <br />Conform <br />0.04' <br />Var depth <br />HMA over Existing <br />existing surface Surface <br />Sta <br />33+35 <br />Rt <br />— 10' <br />Sta <br />48+78 <br />Lt — <br />10' <br />Sta <br />59+72 <br />Lt — <br />9' <br />Sta <br />90+31 <br />Lt — <br />10' <br />Sta <br />90+82 <br />Lt — <br />10' <br />Sta <br />92+14 <br />Lt — <br />12' <br />Sta <br />92+96 <br />Lt — <br />10' <br />Sta <br />95+85 <br />Lt — <br />12' <br />CONSTRUCTION DETAILS <br />DRAWN BY <br />DATE PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />Jonathan Curry <br />04/21 <br />/� <br />CO Ist <br />Limits of Clearing & Grubbing <br />EP <br />Earthwork _ <br />HMA Overlay — (Misc Areas) 1 <br />3' 1' <br />I <br />Match Conform <br />Exist Slope — <br />8�' - <br />-- <br />Existing <br />Roadway 770.25' <br />houlder Backing (Typ) <br />SHOULDER DETAIL <br />EARTHWORK (MISC AREAS <br />Existing <br />Surface <br />Existing <br />Roadway <br />4' Min <br />(See Note Below) <br />1 <br />.5 . <br />PAVEMENT REPAIR <br />NOTE: Approximate dimensions and locations <br />used for estimating purposes are available. <br />Dimensions and locations are subject to change <br />at Engineer's discretion. <br />WEST RIPON ROAD RESURFACING <br />(Austin Road to Ripon City Limits) <br />ROFESS/\ <br />..���1 <br />� z <br />No. 83958 <br />Awni Taha <br />RCE 83958 <br />Sheet No. <br />5 of 8 <br />