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EP <br /> EP Conform ® E.P. Conform o E.P. <br /> a0o -P <br /> � PR <br /> = Conform to existing radii <br /> Conform <br /> Existing Width Conform <br /> 12' Min. <br /> Variable depth Asphalt Concrete <br /> 0.30' Asphalt Concrete over over existing paved driveway. 12" -Standard frame and <br /> shaped and compacted native Dia. or Sq cover assembly <br /> material. TYPE E 6" (Refer to SJCO Std. <br /> TYPED Dwg. CW-M1.) <br /> A.C. Overlay 4» <br /> Note for Type D Driveways: <br /> g - The costs for removing concrete is to be included in other items of work. Exist. Roadway— <br /> Sta. 10+00 (Lt.) - Remove concrete from the edge of pavement to 22' C.C. 6" <br /> a from centerline. (Approx. 52 S.Y.) <br /> 3 <br /> Sta. 132+90 (Rt.) - Saw cut and remove concrete at joint (21' from Undisturbed Survey monuments <br /> centerline), Approx. 58 S.Y.. Saw cut sholl be done to provide a neat <br /> 0basement soil 3/4"0 x 30" iron pin <br /> o straight joint at conform. (See attached sketch below.) with identification marks <br /> (r by ) <br /> SURVEY MONUMENT <br /> a o to imtalk+d other <br /> m Limits of clearing and Grubbing <br /> j and Magboz Relocation <br /> CONST. <br /> 12' 3' 6' Conform <br /> t (Existing concrete driveway <br /> to be saw cut) See Note Below <br /> t <br /> Existing <br /> Vor. _ 8% -Var. Surface <br /> LA <br /> v e DrWez= - Ste-132+90 (A) 0.65' Asphalt Concrete <br /> Note: <br /> fWidth, length and locations to be <br /> determined by the Engineer. <br /> r <br /> m , <br /> PAVEMENT REPAIR DETAIL <br /> —'— COUNTY OF SAN JOAQUW NO SCALE CONSTRUCTION DETAILS LONE TREE ROAD RESURFACING sheet No. <br /> (Jock Tone to Sexton Road) 6 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CME EDeee7e DATE SUBMITTED DATE APPROV R OMMENDED DTE <br /> font' Refuerzo 16/ 99J ° �y� <br />