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N <br /> 0 ( s =r <br /> = ; s <br /> 25 A.C. 0.17' A.C. Overlay ! C 0.17' A.C. Overlay � <br /> 0 0 o o o 0.17' A.C. Overlay <br /> Trans. <br /> I + <br /> h OL Const. + + <br /> 00 D <br /> + Conform at Dike (Typ.) <br /> — <br /> E-� Y� - o <br /> w w D w c,, w c;, 1 rr1 <br /> Ct w <br /> D w w 0 w w 13 — s w 14 w <br /> _ <br /> Conform at Dike MID.) m l <br /> z ! MBEGIN RESURFACING <br /> m - GRACE STREET <br /> f , . <br /> t <br /> LEGEND See Sheet No. 8 for See Sheet No. 9 for <br /> ■ Limits of Asphalt Concrete Pavement Planing ALFALFA STREET Resurfacing IONE STREET Resurfacing <br /> "a6 0.08' Depth of Asphalt Concrete Pavement Planing <br /> ® Variable Depth Asphalt Concrete Overlay <br /> =. Existing Storm Drain Inlet to Remain in Place <br /> 0 , 0 @ Existing Sanitary Manhole to be Adjusted to Grade <br /> 0 m cx� Existing Water Valve to be Adjusted to Grade <br /> Qe < Existing Lamp Hole to be Adjusted to Grade <br /> m Existing Fire Hydrant to Remain in Place <br /> 'Y Existing Utility Pole to Remain in Place <br /> COUNTY OF SAN JOA UIN NO p�AN LINDEN—FARMINGTON—FRASER RANCH ETTES—RANCHO VILLAGE Sheet No. <br /> Q SCALE Grace Street (West of Alfalfa Street to Cox Road) 5 of 22 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> F.-r, 3/.t0c X44 74—alli— 3/z%G dim Y/.+/K of,wa /d 3 sJ� <br />