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Conform @ E.P. Conform ® E.P. <br /> 4' Min. EP EP <br /> See Note Below <br /> — Existing Surface <br /> co 1 :1 ::: <br /> ltl ro R R <br /> R = Conform to <br /> Conform Conform <br /> existing radii I i <br /> 0.35' Asphalt Concrete Existing Width <br /> i 12' Min. i <br /> Note: Width (4' minimum). 0.30' Asphalt Concrete over Variable depth Asphalt Concrete <br /> Approximate dimensions used for estimating purposes shaped and compacted native over existing paved driveway. <br /> are available upon request. Dimensions and locations <br /> are subject to change at Engineer's discretion. TYPE D TYPE E <br /> PAVEMENT REPAIR DETAIL TYPICAL DRIVEWAYS <br /> m <br /> Const. <br /> 64' <br /> 0 <br /> o 8' 16' s' s' <br /> n Structure (0.25' Shoulder A.C. Overlay A.C. Overlay (0.25' Shoulder <br /> N Backfill Backing) Backing) <br /> u <br /> w <br /> m <br /> sRock Slope Protection 2 <br /> m (Method B, Class No. 2) — �1 Invert Elev. <br /> �r �� _ (See Table below) <br /> o Slope (See Table below) - <br /> 0 <br /> n New Pipe <br /> v 4' 2' <br /> STATION PIPE INVERT SLOPE <br /> DIAMETER ELEVATION s) <br /> in 52+47 24" 6.95 0.077 <br /> 62+60 30" 8.61 0.057 <br /> 1 80+45 36" 8.69 0.045 <br /> T PIPE REPLACEMENT DETAIL <br /> m <br /> J COUNTY OF SAN JOA UIN No scALE CONSTRUCTION DETAILS Thornton Road Improvements Sheet No. <br /> Q (3,200 Ft. 0 0 State Highway Route 12 to Turner Road) 7 of s <br /> DRAWN BY DATE PROJECT ENGINEER DATE KED DATE APPROVAL RECOMMENDED DATE <br />