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4' Min. I EP <br /> Conform ® E.P. <br /> See Note Below <br /> — Existing Surface 1:1 <br /> 1:1 <br /> Conform <br /> Existing Width <br /> 0.40' Asphalt Concrete 12' Min. <br /> 0.30' Asphalt Concrete over <br /> shaped and compacted native <br /> Note: Width (4' minimum). Note: Portions of two existing concrete driveways at the following locations: <br /> Approximate dimensions used for estimating purposes <br /> are available upon request. Dimensions and locations N 99 FRONTAGE ROAD (W) <br /> are subject to change at Engineer's discretion. <br /> Distance <br /> g Location EP To Conform <br /> Sta. 137+15 (Lt.) 6' <br /> PAVEMENT REPAIR DETAIL Sta. 164+50 (Lt.) 6' <br /> > Shall be saw—cut and removed from the edge of pavement (EP) to the distance shown <br /> gabove to provide a neat straight line. Removal of concrete shall be considered as included <br /> ' in the contract Lump Sum price for "Clearing and Grubbing." <br /> TYPE D <br /> 7 <br /> Conform ® E.P. <br /> EP <br /> m� R <br /> R = Conform to <br /> (� existing radii Conform <br /> Variable depth Asphalt Concrete <br /> over existing paved driveway. <br /> f TYPE E <br /> LA <br /> A <br /> m TYPICAL DRIVEWAYS <br /> 0 <br /> P <br /> NTY OF SAN JOAQUIN No SCALE ONSTRUCTION DETAILS N 99 FRONTAGE ROAD (W) RESURFACING Sheet No. <br /> Peltier Road to Liberty Road 14 of 15 <br /> Y DATE PROJECT ENGINEER DATE CHECKED DATE APPPPROVALLRECOMMENDED DATEo <br />