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I <br /> 50' A.C. 0.17' A.C. Overlay <br /> Trans. Over A.C. Laveling <br /> 25'M <br /> v� Const. <br /> +! rnu (n <br /> w <br /> o ' ° ■ .OB 20' Conform - .08 20' Conform <br /> NI <br /> Re-Open k Clean <br /> + m rn u Nexistng Drainage Pipes <br /> M o+ o+ E is .00 _ _ See sheet 6 <br /> c N for all locations <br /> E.P. v E.P. <br /> WV v <br /> i _O • O O O <br /> O p <br /> F <br /> 11 0 0 12 13 �_ 15 1 170 <br /> N Sta. 16+00 Willow St. <br /> Sta. 12+49 Willow St. f <br /> '^ � Q- E.P. =Sta. 5+00 Williams St. =Sta. 5+00 E St. 9 - <br /> P 0.00 <br /> o � Clean existing <br /> Drainage Pipe. 1F&EdQ <br /> E: Conform .08 <br /> ® Depth of Asphalt Concrete Pavement Planing <br /> `c! ® Variable Depth Asphalt Concrete Overlay 20 <br /> o• <br /> o� Pavement Repair <br /> City of Stockton County W 5 n Joaquin ■ Limits of Asphalt Concrete Pavement Planing <br /> BEGINNING OF PROJECT R Conform to Existing Radii <br /> i ® Maintenance Hole Frame and Cover <br /> (To be adjusted to grade). For locations <br /> see Sheet 6. <br /> J a Approximate ® Water/Gas Valve Frame and Cover to be <br /> City Limits adjusted by others. <br /> F' Line <br /> z O Exist. Storm Drain Inlet to remain in place. <br /> JJ <br /> COUNTY OF SAN JOAQUIN T <br /> NO sow PLAN WILLOW STREET" RESURFACHNO Sheet No: <br /> (D Street to Filbert Street) 3 of 6 <br /> DRAWN BY DATE 1 PROJECT ENGINEER PATE CHECKED DATE SDBMrrrED DATE APPROVAL RECOMMENDED DATE <br />