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4' Min. <br /> See Note Below EP Conform B E.P. <br /> Existing Surface <br /> 1 - - - - - - - 'Co 1 :1 1:1 <br /> 7 7/7J <br /> Conform <br /> Existing Width <br /> 12' Min. <br /> 0.40' Asphalt Concrete TYPE D 0.30' Asphalt Concrete over <br /> shaped and compacted native <br /> Note: Width (4' minimum). Note: Portions of existing concrete driveways from <br /> Approximate dimensions used for estimating purposes edge of pavement to distances mentioned below shall be <br /> are available upon request. Dimensions and locations removed. Concrete shall be saw cut to provide a neat <br /> are subject to change at Engineer's discretion. straight line at the conform line. Removal of concrete <br /> ashall be considered as included in the contract Lump Sum <br /> unit price for Clearing and Grubbing. <br /> N PAVEMENT REPAIR DETAIL Concrete Driveway. <br /> Sto. 375+12 (Rt.) 8't from E.P. <br /> n Sta. 375+70 (Rt.) 8't from E.P. Approximately 112 S.Y. <br /> of concrete to be removed <br /> Sta. 397+09 (Rt.) 10't from E.P. <br /> 8 <br /> n Dia. or S Standard Frame and <br /> s 9 Cover Assembly <br /> (Refer to S.J. Co. Conform ® E.P. <br /> 6" 6" Std. Dwg. CW—M1 .) EP <br /> A.C. Overlay <br /> 4" -CoR R <br /> 8" Existing Roadway <br /> r - <br /> . 6., P.C.C. \ / <br /> (� 3 R = Conform to 1 Conform j <br /> existing radii <br /> Ji I I <br /> I Undisturbed Survey Monuments <br /> basement soil 3/4"0 x 30" iron pin TYPE E <br /> A with identification marks Variable depth Asphalt Concrete <br /> m (To be installed by others) over existing paved driveway. <br /> Q <br /> 0 <br /> SURVEY MONUMENT TYPICAL DRIVEWAYS <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS DEVRIES ROAD RESURFACINGSheet No. <br /> (State Highway Route 12 to Woodbridge Road) 5 of s <br /> DRAWN BY DATE PROJECT ENGINEER DATE DATE APPROVAL RECOMMENDED DATE <br />