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q <br /> Const. <br /> Limits of Cleari Ig and Grubbing <br /> 0 a <br /> 16' 16' <br /> See Shoulder Details ® ® See Shoulder Details <br /> Sheet No. 3 4 12' 12' 4 Sheet No. 3 <br /> ❑3 <br /> 24' Pavement Reinforcing Fabric <br /> `Vvr .Var. Var., Var. <br /> 7 <br /> Existing Roadway Asphalt Concrete Overlay <br /> (See Table Below) <br /> TYPICAL SECTION <br /> 4 <br /> C� <br /> O <br /> ASPHALT CONCRETE OVERLAY TABLE <br /> � LEGEND Location Thickness <br /> 01 Limits of Mailbox relocation. <br /> 20 Refer to Sheet Nos. 5 & 6 for pavement <br /> width variations. Left turn Ione ®Woodbridge Sta. 8+65 to Sta. 9+25 0.10' <br /> o Sta. 10+83 to Sta. 11 +43 Var. Depth Trans. <br /> Road Intersection. Sto. 11 +43 to Sta. 14+70 0.17' <br /> Note: 17' at Dike areas. Refer to Shoulder Sto. 14+70 to Sta. 15+10 Var. Depth Trans. <br /> Detail, Type 3, Sheet No. 3. Sta. 16+92 to Sta. 17+32 Var. Depth Trans. <br /> = Sta. 17+32 to Sta. 19+00 0.17' <br /> rn <br /> ❑3 Pavement Reinforcing fabric to be placed Sta. 19+00 to Sta. 19+50 Var. Depth Trans. <br /> on through traffic lanes only. Not required Sta. 19+50 to Sta. 83+00 0.25' <br /> on left turn lanes from Sta. 24+25 to Sta. 83+00 to Sta. 84+00 Var. Depth Trans. <br /> to Sta. 33+38. <br /> A ® 5' ® Dike removal and replacement. <br /> _ Refer to Shoulder Detail Type 3. <br /> COUNTY OF SAN JOAQUIN NO SME TYPICAL SECTION LOWER SACRAMENTO <br /> ROADS2eof 70 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE I CHECKED DATE SUMMED. DATE APP COMMENDED DATE <br /> E.Y. Peterson 2/97 4/7�97 17.%, 7'P.41 -`/// jr4 r f 7 <br />