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QppFESS/p <br /> k <br /> NO.21158 <br /> Lm.9J691 <br /> �e Cnn� <br /> Or CA <br /> Const. o ✓ m. <br /> Limits of Clearing and Grubbing <br /> 8' 4, 12' 12' 4, 8' Const. <br /> Shld . Traffic Lane Traffic Lane Shld . <br /> 24' Pavement Reinforcing Fabric Conform Limits of Earthwork <br /> (Roadway Widening) <br /> Conform 0.30' (Typ.) <br /> 12' 4' <br /> _ Var. Var. - Var Var. Shld . <br /> �� V � <br /> Shoulder Backin V Var. Var. <br /> g 0. 30' Atpholt Concrete Overlay <br /> (Typ- ) <br /> Existing Roadway 0.30' A.C. <br /> See Widening Detail <br /> Existing Roadway <br /> TYPICAL SECTION <br /> Sta . 149+00 to Sta . 237 +00 ROADWAY WIDENING <br /> DESIGN DESIGNATION Sta . 254+00 to Sta . 266+00 Sta . 254+00 to Sta. 266+00 (Left & Right) <br /> (20 year — 2010) <br /> A. D.T. =9 ,800 T= 20% <br /> D.H.V.=980 V= 60M. P.H . <br /> D. =50% <br /> Limits of Clearing and Grubbing <br /> 12' 8 <br /> Var. Width 0' -2' 12' 0' - 10' 4' , <br /> 8 O <br /> Shld . Traffic Lane Turn Lane Traffic Island Traffic Lane Turn Lane Shld . <br /> 12' Pavement 12' Pavement <br /> Conform Reinforcing Fabric Reinforcing Fabric <br /> _ 1 � � V 0.30' (Typ. ) Conform <br /> Var. _ Var. a <br /> V� V�� <br /> Existing <br /> � -- Curb —� <br /> Shoulder Backing Shoulder Backing <br /> 0.30' Asphalt Concrete Overlay 0.30' Asphalt Concrete Overlay <br /> Existing Roadway Existing Roadway <br /> Sta . 237+00 to Sta . 240+50 <br /> TYPICAL SECTION Sta . 250+00 to Sta . 254+00 <br /> No raised island in these areas, paved median (0' - 16') z <br /> Sta . 237+00 to Sta . 254+00 Place 0 .30' A.C. Overlay Z <br /> W <br />'- DRAWN BYDATE HEET TOTAL <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE AP ED DATE BYRO N ROAD RESURFACING SNO. SHEETS g <br /> BOUNTY OF SAN JOAQUIN No Scale TYPICAL SECTIONS ROJECT <br /> /Q� PGrant Line Rd . to 2.5 mi N .W. 2 6 <br /> FILE NAME DRAWER SHEET NO. ACAD <br /> ROAD 6 378 C:\byron\sheet3 <br />