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I <br /> QaoF <br /> a 9� <br /> No.21258 <br /> t._ <br /> Esp.A30.9393 <br /> ; <br /> + 9 CIVIL <br /> Const. ''OFCAUFO <br /> Limits of Clearing and Grubbing <br /> 8' 4' —8' 12' 12' 4' —6' 8' <br /> Shld . Traffic Lane Turn Lane — Median Traffic Lane Shld . <br /> 12' Pavement 12' Pavement <br /> Reinforcing Fabric Reinforcing Fabric <br /> I <br /> 0.30' (Typ.) <br /> Conform <br /> Var. Var. Var. Var Conform <br /> I '\lor <br /> ZEE <br /> Var <br /> Shoulder Backing 0.30' Asphalt Concrete Overlay <br /> (TYP-) Existing Roadway <br /> TYPICAL SECTION <br /> Sta . 266+00 to Sta. 278+00 <br /> 12' 12' <br /> 0 <br /> L'i c <br /> o w <br /> C) <br /> c:)-j <br /> TYPICAL TRAFFIC z <br /> X <br /> w <br /> LAN E LAYOUT z <br /> �°RPWN B °�90 ATE <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPR VED DATE BYRON ROAD RESURFACING SHOE SHOTAL <br /> cD, <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION PROJECT <br /> //go ��yo L.4,w h•!a /z�y � Grant Line Rd. to 2.5 mi N.W. 3 6 <br /> FILE NAME DRAWER SHEET N0. I ACAD <br /> ROAD 5 1 3,?] 1 c:\1yron\sheet5 <br />