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Conform ® E.P. <br /> EP <br /> 'f12" Standard frame and <br /> Dia. or Sq cover assembly <br /> A.C. Overlay !. 8' <br /> 6" (Refer to SJCO Std. / �:� <br /> Dwg. CW-M1.) <br /> 4^ Conform <br /> 8" Existing Width <br /> Exist. Roadway- 8�� _ 12' Min. <br /> P.C.C.- 3 0.30' Asphalt Concrete <br /> TYPE Q over shaped and compacted <br /> native material. <br /> Undisturbed Exist. survey monument <br /> basement soil to remain in place and <br /> undisturbed. <br /> Note: Portion of existing concrete driveway from <br /> SURVEY MONUMENT DETAIL edge of pavement to 5.5 and 8.5' beyond shall be <br /> M removed. Concrete shall be saw cut to provide a neat <br /> straight joint at the conform line. <br /> 'o Removal of concrete shall be considered as included <br /> in the contract Lump Sum unit price for Clearing and Grubbing. <br /> Manthev Road <br /> S Stations 123+38t & 124+15f (Lt.) <br /> n <br /> Fn <br /> °c <br /> o m <br /> 0 <br /> 4° Minimum <br /> Conc Existing <br /> Surface <br /> o EP —Conform ® E.P. <br /> R R 8' <br /> (A n..55COVAsphalt �- <br /> Concrete Conform <br /> N PAVEMENT REPAIR DETAIL Existia width Variable depth Asphalt Concrete <br /> -�� over existing paved driveway. <br /> Note: Width (4' minimum), length 12 Min. R = Conform to Existing <br /> m and locations to be determined TYPE E Radii. <br /> n by the Engineer. <br /> `C TYPICAL DRIVEWAY DETAIL <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS MANTHEY ROAD RESURFACING Sheet No. <br /> (Roth Road to Mathews Road) 8 of 9 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SUBMBTED ZATEE APPROVAL RECOMMENDED DATE <br /> 4/02 �� "A1/, �rd�/(/,l�l - /O '�7'0 t�� /6 WV16 <br />