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Conform ® E.P. <br /> See Note Below Shippee Lane <br /> Existing Surface <br /> W <br /> i <br /> Existing Width Conform <br /> 12' Min. I <br /> 0.50' Asphalt Concrete <br /> 0.30 Asphalt Concrete over shaped <br /> and compacted native material Emanuel Way W=66't <br /> Gnekow Dr. W=55't <br /> Note: Width, length and locations to �� Carey Ct. W=62't <br /> TYPE be determined by the Engineer. <br /> Conform ® E.P. <br /> PAVEMENT DETAIL <br /> Shippee Lane <br /> w 'p <br /> 6 0 Conform to Conform <br /> - - ---- existing width <br /> Variable depth Asphalt Concrete fW� <br /> over existing paved driveway. <br /> DR = Conform to existing radii X W <br /> LEGEND Treasure Ave. (N) 20' 40't <br /> Var. Depth Asphalt TYPE E Treasure Ave. (S) 30' 22'f <br /> p p Arbour20' 44'f <br /> v, Concrete Meath Dr. <br /> 40' 32't <br /> mWalnut Acres Rd. <br /> m ■ Limits of Asphalt Concrete 20' 35't <br /> Bennett Dr. 20' 40't <br /> o Pavement Planing TYPICAL DRIVEWAYS <br /> Robin Ln. 20' 34't <br /> Depth of Asphalt Concrete <br /> Pavement Planing *4' Sta. 25+80 Rt. <br /> N R Conform to Existing Radius :3: Sta. 28+80 Rt: INTERSECTION DETAILS <br /> 0 <br /> Z <br /> COUNTY OF SAN JOAQUIN NO sc� ooNs7RUOM w• &HAMBRA AVEE RF. Sheet No. <br /> DETAILS North 99/Frontage Rd. to Hildreth Ln.) 4 of 5 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE APP L jPfeCOMMENDED I DATE <br /> / 4 w+� ¢(96 4/9 / Lslc <br />