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. I <br /> Const. GENERAL NOTES <br /> Limits of Clearing and Grubbing 1. Part circle culverts located throughout <br /> the project are to remain in place. <br /> 1' 7'1 10' 10' 7'1 1' <br /> 2. Planing of Asphalt Concrete Pavement <br /> shall continue across intersecting <br /> streets in line with the lip of gutter. <br /> 0.08' <br /> (TYp•) <br /> Var. Var. Var. <br /> 7772=zz <br /> -L - - - - - - - - - - - - - - - - - - - - - - <br /> 0.12' Asphalt Concrete Overlay <br /> Existing Curb, Gutter <br /> and Sidewalk (Typ.) Existing Roadway <br /> See Planing Detail <br /> this sheet. <br /> TYPICAL SECTION <br /> Sta 0+16t to Sta 22+061 <br /> Const. <br /> i <br /> N 7' 10'1 <br /> 0.08' <br /> N ' <br /> Existing Surface <br /> z \� — <br /> v \ Conform <br /> r3•t \ _ <br /> �— Grading Plane <br /> Existing Curb, Gutter <br /> tj and Sidewalk <br /> y <br /> 70 PLANING <br /> Asphalt concrete PLANING DETAIL <br /> 7 � <br /> M surfacing not shown <br /> for clarity. <br /> 0 COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION W�LLJAMS n R . PLACE RESURFACING Sheet No. <br /> Swain Rd. to Benjamin Holt Dr. 2 of 3 <br /> Drawn By <br /> /Date Project Engineer Date Checked Date I Su otted I Date ApprpvaV R onnended Dnte <br /> I <br />