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q <br /> Const. <br /> 8 <br /> s of Clearing & Grubbing <br /> » <br /> Conform Back of Sidewalk <br /> Existing Surface shall conform <br /> i to exist. radius. <br /> Opp j _ I Conform \ ', Conform <br /> Planed Gutter <br /> Surface Grade 1/4" per 1 ' <br /> • Grading Plane <br /> *6'-Bolboo Ave. Sta. 7+30 to Stu. 9+75 (U.) <br /> �-- Minor Concrete <br /> iL� `-0.10' <br /> Note: Resurfacing not shown - 0.50' Asphalt Concrete <br /> for clarity. .L (Misc. Areas) <br /> 8' T <br /> Curb height to conform to existing.. <br /> Goo; CURB, GUTTER & SIDEWALK DETAIL <br /> 9 <br /> . . . . . . . . . . . : . . . . . . <br /> � Notes: <br /> s 1 . Handicap Ramps (Case B). Refer to S.J.Co. Improvement <br /> S > ",' Standard Nos. R-10A & R-108. <br /> 2. Gutter grade shall be a straight grade between conform <br /> J : oo points except where S.D.I. are located within the limits of <br /> Handicap ramps. Exact elevations of S.D.I. frames and <br /> f3' 3 y' grates will be determined by the Engineer. <br /> ----- 5'� <br /> Y <br /> Conform ® E.P.— <br /> Existing A.C. Dike � Existing A.C. Dike <br /> Existing Concrete Curb <br /> I I <br /> .� Conform <br /> m <br /> z <br /> z (® S.D.I. Sta. 8+56 Rt., Balboa Ave.) Variable depth Asphalt Concrete <br /> 0 <br /> over existing paved driveway. <br /> m PLANING ITAILS TYPICAL DRIVEWAY (TYPE E) <br /> R=Coiform to existing radius <br /> g <br /> COUNTY OF SAN JOAQUIN ►wsc CONSTRUCTMN DUAIL ' oLCAfIM�O ' Sheet No. <br /> J <br /> JTAGING 6 of 9 <br /> DRAM By DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL LADED DATE <br />