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Const. General Notes: <br /> I <br /> Limits of Clearing and Grubbing 1. At locations where A.C. Dikes exist, <br /> 62'-79' Limits of Clearing & Grubbing shall <br /> be to inside face of dike. <br /> 1' 7' 0'-17' 7' 1' <br /> 2. Planing of Asphalt Concrete pavement <br /> Sh'Id. Pavement Reinforcing Fabric Median—Turn Lane Pavement Reinforcing Fabric Sh'Id. shall be eliminated where there are <br /> 2 Traffic Lanes I 2 Traffic Lanes existing loop detectors at the intersections <br /> of Hospital Road and French Camp Road. <br /> 3. The contractor shall obtain an <br /> 0.04' A.C. Var. • 12 Var. Va_y. X12 Var 0.04' A.C. encroachment permit from Caltrans for <br /> the "Traffic Control System" within <br /> their jurisdiction. <br /> 0.12' Pavement 0.13' Asphalt Concrete Overlay <br /> Planing (Typ.) <br /> 0.12' Asphalt Concrete (Typ.) Existing Roadway <br /> Limits of Asphalt Concrete TYPICAL SECTION <br /> Pavement Planing <br /> I-5 to 2,300't N/0 French Camp Road <br /> Sta. 0+30 to Sta. 66+21 Const. <br /> n <br /> 0 7' 12' 12' I 0'-17' 12' 12' 7' <br /> DESIGN DESIGNATION I MLEADNEN I <br /> j l l l l t t a <br /> (20 year-2010) ui w <br /> � QgOFES5Ip4, I <br /> M A.D.T. = 6,000 T. = 5% pV M.py�7dy <br /> n D.H.V. = 600 V = 60 M.P.H. <br /> M D. = 50% s No.21258 <br /> 4--L—i—i <br /> Exp 93093 M <br /> C1V1%. TYPICAL TRAFFIC <br /> FOF CAUEO <br /> LANE LAYOUT <br /> m <br /> z <br /> COUNTY OF SAN JOAQUIN No sCALE TYPICAL SECTION EL 1-5 To DORADOrenSTREET ch Camp d Sheet <br /> 8 <br /> Drawn By Date I Project Engineer Data Checked Date I Submitted Date p al Recommended Date <br /> 3192 Legw 3192 7&"104W Yv �� lL <br />