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\ \ \ o{ 50' 0.25' A.C. Overlay <br /> \ \ <br /> \ o A.C. Trans. <br /> 3 <br /> \ 00 \ P 2 <br /> 0 �V <br /> i <br /> v <br /> \� P <br /> \ � o o Const. <br /> \ <br /> a Va <br /> O w <br /> \ m <br /> \ <br /> R E.P. <br /> v v A V o o <br /> 11 12 <br /> rn <br /> R/W \ \ \ E.P. J <br /> i > R <br /> 3 0 \ L <br /> \ \ <br /> C• <br /> a \ <br /> o \ LEGEND: <br /> f V vvv G� v BEGINNING OF PROJECT Variable Depth Asphalt Concrete <br /> 3 <br /> \ (p \\ Limits of Asphalt Concrete <br /> \ vv J A vv Pavement Planing <br /> v vvv vv 0.00' Depth of Asphalt Concrete <br /> v v v Pavement Planing <br /> V vv <br /> T� \\ R Conform to existing radius <br /> LJ N <br /> Place Monument Frames and Covers. <br /> o <br /> 0 <br /> W <br /> COUNTY OF SAN JOAQUIN NO SCALE PLANS WILMARTH ROAD RESURFACING Sheet No. <br /> 3 of 6 <br /> (State Highway Route 88 to Cherokee Road) <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />