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BEGINNING OF PROJECT <br /> o a <br /> 3 ± n d III <br /> 31 ' 0.17' A.C. Overlay <br /> A.C. <br /> o (Trans. // 39 t II <br /> m cn cn 0.08 / I <br /> Nm o o Place one Storm Drain n <br /> i y 6'� + � + Inlet Protection Unit o <br /> 0 o y o COF1St. Existing C. & G. R i \\ F_H_ <br /> T b7 v, w Gutter Lip �{a remain in place •- <br /> n m R F.H., (TY <br /> P.) 0.08 " �' .gip R <br /> _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _7 <br /> o cn <br /> r�r'� H-• t0 O O.00 • •N N <br /> a OLIVE AVENUE ? <br /> a 0 PR <br /> 2 ® 3p G.QGW v 5 6.o ■6. 008+— xisting Headwall Gutter Lip T R \\ // R <br /> y ( yp.) Existing C. & G. Place oneStorm Draino remain (Typ.) to remain in place Inlet Protection Unit <br /> 0 0 <br /> 0.00 II <br /> � � 15'■ m N II <br /> ■ 0.08 li II <br /> !"\ LEGEND 32 t <br /> `Existing III m III <br /> 3 .. <br /> � E.P. Variable Depth Asphalt Concrete Overlay. AS Existing Manhole Frame and Cover to remain in place. p IIx I <br /> 0.00 Depth of Asphalt Concrete Pavement Planing. (9 Ae. <br /> djust <br /> to Manhole <br /> d No. 6 forLocations Cover o d <br /> and Qantities III y II <br /> 0 <br /> 1 f Replace Existing Curb and Gutter a Existing 18" S.D.I. to remain in place. <br /> nWv <br /> S <br /> ■ Limits of Asphalt Concrete Pavement Planing. D° Water Valve Frame and Cover to be adjusted by others. <br /> 9.J i a Existing Fire Hydrant to remain in place. <br /> o R Conform to Existing Radii. <br /> COUNTY OF SAN JOAQUIN 1'=40' PLAN OLIVE AVENUE RESURFACING Sheet No. <br /> (stote Highway Route 4 to Section Avenue) 3 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL R COMMENDED DATE <br />