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'i- li Const. <br /> Const. o$ <br /> 6' 24'� <br /> Limits of Clearing & Grubbing <br /> Conform Exist. A.C. Surface <br /> 1 <br /> Gutter line <br /> Conform shall conform <br /> to exist. radius. Grading Plane <br /> A.C. Surfoce Gutter <br /> GradeConform <br /> 1//4"per 1' LONGITUDINAL PLANING DETAIL <br /> E4" <br /> Minor Concrete <br /> 6" LONGITUDINAL PLANING <br /> Curb Height to conform <br /> 0.5' Asphalt Concrete Location Width <br /> (Misc. Areas) to existing. <br /> oMathews Road (Connection) <br /> Sta. 13+14 to Sta. 16+29 (Lt.) 6' <br /> CURB. GUTTER do SIDEWALK DETAIL <br /> iw g (` Mathews Rood <br /> g' (HANDICAP RAMP) L Const. SID. 572+22 to Sta. 579+48 (Rt.) 6' <br /> 0 <br /> E.P. I SID. 572+22 to Sta. 579+14 (Rt.) 6' <br /> 6' 4' 16' <br /> tzfacOverlayTop of Exist. �p Surfaced <br /> Driveway Conform oo0Notes: o 1 . Handicap Ramps (Class C). Refer to S.J.Co. Std. Dwgs.R-10o & R-10b for details.0 2. Gutter grade shall be a straight grade between conform Ploning Sure <br /> points except where S.D.I. are located within the limits Existing Surfaced No. 21258 A <br /> * <br /> of C.G. & S. replacement. Exact elevations of S.D.I. frames ,r Eq. 9-30-01 <br /> x, and grates will be determined by the Engineer. DRIVEWAY PLANING DETAIL 9T CIVI <br /> Sta. 543+15 (Lt.) CAII <br /> COUNTY OF SAN JOA UIN W sc&E CONS7Ru MM MAMMS ROAD/HOWARD ROAD RESURFACING Sheet No. <br /> m Q DETAILS (Wolfe Road to EI Dorado Street) 12 of 15 <br /> DRAWN BY DATE I PROJECT ENGINEER I RATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> 7/98 o/X/78w4w, <br />