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4Min <br />See Note Below Existing Surface <br />® HMA <br />NOTE: f PAVEMENT REPAIR DETAIL <br />Approximate dimensions used for estimating purposes are available upon request. <br />Dimensions and locations are subject to change at the Engineer's discretion. <br />® 1.00' HMA from Sta 23+20 to Sta 25+13 for storm drain trench repair. <br />PCC Collar <br />Embankement�l <br />Backfill to be j <br />Compacted Per <br />Section 19C of <br />the Specifications. <br />Existing Ditch <br />to remain in place <br />Pipe Coupling �!�� <br />Connect existing cross drains <br />to the new SDI s (6 locations <br />as indicated on the plans). <br />NOTE: <br />Payment for pipe coupling <br />is included in the price <br />paid for 12" CSP. <br />18" SDI F & G <br />must conform to <br />SJCO Std Dwg. <br />No. lla <br />o <br />PCC Collar:///6c Collar 6 <br />Existing Cross Drain <br />Class 3 PCC <br />12" CSP <br />Limits of compacted <br />;. <br />Embankement Backfill <br />A �Uontorm <br />© EP <br />} 0.30' HMA over <br />over compacted <br />1:1 <br />native <br />Conform 1 A <br />Existing Width <br />12' Min <br />- Const EP <br />HMA Overlay A8'— <br />V—°rte (10% <br />[Existing J0.30' HMA over <br />Roadway compacted native <br />TYPE D <br />SECTION A -A <br />• Sta 14+81 <br />(Rt) -11' AkSta <br />25+81 <br />(Lt) -9' <br />NOTE: Portion of <br />existing driveway shall <br />be removed 8' or as noted <br />below from <br />the edge of pavement. <br />Concrete driveways shall be <br />saw cut to <br />provide a neat joint <br />at the <br />conform line. <br />CONCRETE DRIVEWAYS: <br />Sta <br />10+75 (Lt) <br />Sta <br />14+97 (Lt) <br />1' Max • Sto <br />(TyP) <br />11+72 (Rt) -10' <br />• Sta <br />37+08 (Rt) -10' <br />A Sta <br />11+90 (Lt) -9' <br />• Sta <br />49+46 (Lt) -9' <br />Existing Ditch <br />to remain in place <br />B Conform Const <br />EP @ EP <br />Existing FL -Ditch * Var depth HMA <br />8' Driveway over existing <br />6'Frontage R paved Dwy and R <br />2" CSP Frontages <br />Conform B <br />Existing Width <br />�EP 12' Min <br />Square -y{ Finished surface of PCC Collar must <br />�2 be 1.5"-2" below the finished grade <br />of the resurfaced roadway at the EP. <br />Xx <br />Var <br />�o+ Existing <br />FL -Ditch <br />12' CSP S 17 Min__., FL- e <br />10'-0" (TYP <br />set in existing d <br />STORM DRAIN INLET DETAIL <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINE <br />D. Gambini/S. Castaneda �n1,c1 Il <br />Set pipe in existing <br />ditch approximately <br />0"-3" below existing FL <br />EP <br />Overlay*8' Driveway <br />6' Frontage <br />for E <br />Var (107 <br />Existing - <br />Roadway <br />Existing <br />Grade <br />Grade <br />Var Depth HMA <br />over existing paved <br />Dwy and Frontages <br />TYPE E SECTION B -B <br />*Sta 11+21 (Lt) -12' *Sto 12+33 (Lt) -10' *Sta 16+92 (Rt) -10' <br />TYPICAL DRIVEWAY DETAILS <br />Const <br />A Limits of Clearing & Grubbing <br />EP <br />�n HMA Overlay 2, + <br />4 E 1' <br />1vlatch Exist 8% <br />Var, U _ <br />Shoulder <br />0.17' Existing Backing Existing <br />HMA Overlay Roadway Grade <br />SHOULDER DETAIL <br />®Sta 10+15 to Sta 10+95 (Rt) - 2' <br />No SCALE I CONSTRUCTION DETAILS I WASHINGTON STREET RESURFACING (Sheet No. <br />(Anteros Avenue to Walker Lane) 7 of 9 <br />