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r <br />4' Min <br />ee Note Below <br />Existing Existing <br />Surface Roadway <br />Conform Conform <br />® EP A EP ® EP B EP <br />0.50' HMA <br />HMA over sha ed Variable depth HMA over <br />P 8.* 8 * R existing paved driveways R\0,301' <br />& compacted native ,:, and frontages PAVEMENT REPAIR DETAIL <br />Conform <br />A ® 0.04' B Note: Approximate dimensions and locations used for <br />Conform over Existing Width estimating purposes are available upon request. <br />Existing Width existing g Dimensions and locations are subject to change <br />12' Min surface 12' Min at Engineer's discretion. <br />TYPED TYPE E <br />�M (i 1i Limits of Const <br />N ConstEP Const EP Clearing and Grubbing�� <br />[ ✓� Driveway [ Driveway <br />HMA Overlay HMA Overlay <br />° 3' D Earthwork EP <br />o I o (Misc Areas) ' <br />o' Match Exist VVr.(iaz max) 3 ' Match Exist_ Var ooz Max) 0.04' <br />m—-------- ----- ------ ------- o <br />n T Tvlarr depth Existing <br />m Existing 0.30' HMA LExisting Existing HMA over Existing Surface B <br />9 Roadway Surface Roadway existing surface Surface or 8% ,Match Exist <br />SECTION A—A SECTION B—B <br />0.25' Shoulder Backing -----i <br />0 <br />TYPICAL DRIVEWAY DETAILS Existing Roadway <br />Concrete Driveways AC Frontage <br />Sta 43+74 (Lt) 7'* Sta 00+60 to Sto 7+25 (Rt) 6'* <br />Sta 48+53 (Lt) r ALTERNATE SHOULDER DETAIL <br />� Note: Portion of existing concrete driveway must be <br />Lt <br />removed from the point gnearest edge of.Sta 13+00 to Sta 15+00 <br />', <br />Sta 24+00 to Sta 28+00 (Lt) <br />pavement to 8' into the driveway, unless Sto 64+00 to Sto 66+00 (Rt) <br />otherwise noted above. Concrete must be saw cut <br />to provide a neat joint at the conform line, <br />r <br />i m <br />Z <br />COUNTY OF SAN JOAQUIN NOT TO SCALE CONSTRUCTION DETAILS FLOOD ROAD RESURFACING Sheet <br />of 5No. <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE (State Route 26 to Fine Road) <br />Joe Quiia.ntano�of/is �/'-✓ilv � � Sm,,,.s "�3Itso <br />