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Const. <br /> Limits of Clearing and Grubbing <br /> 8' 4 12' ��� 12' 4 8' <br /> Shld. Shld. <br /> 24' Pavement Reinforcing Fabrlc <br /> Conform Conform <br /> 0. 25' <br /> Var. ITYp.1 <br /> Var. _ Var. _ Var, a <br /> Var. Var. <br /> ..I I :r <br /> L----------------�---------------- -- -------------------------------� <br /> Shoulder Backing <br /> (T)W ) 0.25' Asphalt Concrete Overlay <br /> Existing Roadway <br /> TYPICAL SECTION <br /> Sta. 0+50 to Sta. 108+50 <br /> DESIGN DESIGNATION GENERAL NOTES <br /> (20 year-2010) <br /> .^. 1. Place Monument Frames and Covers <br /> a n A.D.T. = 4.000 T. = 5% 12' 12' at the following locations: <br /> y D.H.V = 400 V. = 60 M.P.H. Sta. 26+3038 <br /> i D. = 51% Sta. 52+6246 <br /> Sta. 79+3920 <br /> N Stu. 106+1611 <br /> Refer to S.J.Co. Standard <br /> t Drawing No. A-8. <br /> a m <br /> a <br /> M ui o w QpOFESSIp <br /> O malt <br /> W No.21258 <br /> E p.93693 <br /> �► TYPICAL TRAFFIC ' �cnr" <br /> A <br /> !'v ry1%. <br /> A LANE LAYOUT <br /> `� <br /> o Q No SCALE TYPICAL SECTION PELTIER ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN JOA UIN Bruella Rd. to Elliott Rd. 2 of 10 <br /> Draen By Date Project Engineer Datd Checked Date Subwtted Dote �ro Recorernae Dote <br /> B. a} f2/Py z/B9 n g /z/89uL /siw <br />