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0 <br /> E, <br /> Const. � y M. yipy9 <br /> Limits of Clearing land Grubbing No. 21258 <br /> * Ev. 9-30-97 <br /> 6- 4' —12' 12' 4' 6 �9T� CIVI\- ��\Q <br /> �F CAUF' <br /> 24' Pavement Reinforcing Fabric <br /> 0.15' A.C. <br /> Var. Var. Var. (Typ) Conform <br /> Conform r Vo r. <br /> _ ®Q <br /> /^ 0.21' Asphalt Concrete Overlay <br /> Existing Roadway <br /> Shoulder Backing <br /> (TYp) <br /> TYPICAL SECTION <br /> Sta. 173+43f to Sta. 241 +50± <br /> 9 Limits of mailbox relocation. <br /> * 0.21' Asphalt Concrete edge <br /> thickness on the high side <br /> of superelevation areas. <br /> 12' 12' <br /> DESIGN DESIGNATION <br /> C-) a � (10 YEARS — 2003) <br /> °o 0 w w A.D.T. = 2500 T = 2% <br /> m D.H.V. = 200 V = 60 <br /> N0 D. = 55% <br /> CU <br /> c� <br /> m <br /> V M <br /> m <br /> V <br /> TYPICAL TRAFFIC <br /> LANE LAYOUT <br /> D <br /> M <br /> rn <br /> :L7 <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION COPPEROPOLISJack Tone RaROAD ad East 1 REMiles SURFACING Sheet of5 a <br /> Drawn B Date Project Englneer Date Checked Date Submit ted Date App ov t R o Wended ate <br /> 7/94 k/ ' <br />