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Co Inst. <br /> Limits of Clearing and Grubbing <br /> -0111 11 x11 <br /> "Y' Pavement Reinforcing Fabric <br /> 1'� 0.08' A.C. (TYP•) <br /> Var. Var. <br /> 0.17' Asphalt Concrete Overlay <br /> Existing Roadway <br /> TYPICAL SECTION <br /> GENERAL NOTES <br /> 1 . The existing drainage facilities shall not be <br /> disturbed or obstructed by the Contractor's <br /> operation, unless otherwise noted in the plans. <br /> j Street Limits Length "X' "Y' <br /> C7 D <br /> o 0 <br /> EI Camino Ave. Thornton Rd. to Lower Sacramento Rd. 9901± 10' 20' <br /> N <br /> Paloma Ave. Thornton Rd. to Lower Sacramento Rd. 1 ,421 '± 11 ' '20' <br /> Encino Ave. EI Camino Ave. to End 744'± 10' 20' <br /> m <br /> M <br /> M <br /> z <br /> s Edge of fabric shall be placed 1 ' in from E.P. <br /> D <br /> 3 <br /> m <br /> Note: Any shoulder work required shall be as directed by the Engineer. Payment of <br /> (� this work will be by Item No. 1 , Force Account. <br /> n� <br /> A <br /> D <br /> M <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION EL CAMINO SUBDIVISION RESURFACING 2 oft oft <br /> Drawn By Date Project Engineer Date Checked Date Submitted Date pro ¢l Recommended Date <br />