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�rE.SSI <br /> No. 21258 <br /> * <br /> Exp. 9-30-97 <br /> CIV It- ��\P <br /> �pCA011 <br /> Const. <br /> • Limits of Clearing ona Grubbing <br /> Refer to 12' ( 12' Refer to n- <br /> Snld. Details Var. Var. Shld. Details w 12' 12' w <br /> Sheet # 3 I Sheet # 3 <br /> 24' Pavement Reinforcing Fabric <br /> I <br /> N <br /> Var. � Var. Var.. Va r.� CO <br /> U <br /> Gi <br /> Existing Roadway 0.25' Asphalt Concrete Overlay <br /> 0 <br /> i <br /> o • Limits of Mailbox <br /> w n Relocation <br /> 9 0 4' — Sta. 164+85 to Sta. 275+00t DESIGN DESIGNATION <br /> m <br /> 6' — Sta. 276+00 to Sta. 391 +00 (10 YEAR — 2004) <br /> a A.D.T. = 10650 T = 2% TYPICAL TRAFFIC <br /> TYPICAL SECTION D.H.V. = 1100 V = 60 LANE LAYOUT <br /> M m Sta. 164+85 to Sta. 391 +00 D. = 55% <br /> a z <br /> a D <br /> m 3 <br /> m <br /> t7 <br /> D <br /> T £ <br /> M <br /> .Z7 <br /> z MARIPOSA ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN N❑ SCALE TYPICAL SECTION Austin Road to Gawne Road 2 of 18 <br /> Drawn By Date Project Engineer Date Checked Date Submitted Date A rov f Recommended D to <br /> 3`245 <br /> Sam Adiong 9/94 $ 193 C �,r,,�j, 3195 - 3L�9� <br />