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CONSTRUCTION <br /> BASE <br /> LINE <br /> Yellow <br /> (Yellow Line) Line <br /> ■ 14' y 5 -7 <br /> X12' Pavement Reinforcing Fabric <br /> Westbound Lanes Left Turn Lane Paved Median Eastbound Lanes <br /> Conform Conform <br /> - - - - - - - - - Va--rte .. - - - - - - <br /> Variable depth depth A.C. <br /> (0.12' Minimum) <br /> tr <br /> See Note Existing Surface <br /> M N ,a'i ,1troy TYPICAL SECTION Below <br /> n Sta. 0+55 to Sta. 5+00 <br /> Z <br /> 1 .0' Asphalt Concrete <br /> Existing Roadway <br /> + Slope shall be a straight grade between conform points. <br /> m - Ndtet Width, length and location of pavement repair to <br /> Z Limits of Asphalt Concrete Planing. Entire area be determined by the Engineer. <br /> s shall be planed to provide for a 0.12' _ <br /> M minimum depth Asphalt Concrete resurfacing. PAVEMENT REPAIR DETAIL <br /> # Pavement Reinforcing Fabric Installed from Sta. 00+55 10 Sta. 04+55 "y <br /> A No Scale <br /> D <br /> m <br /> A <br /> COUNTY OF SAN JOAQUIN No SCALE TYPICAL SECTION ELEVENTH STREET REPAIR Sheet No. <br /> ® Chrisman Road 2 of 6 <br /> Drown By Date Project Engineer Date Checked Date Submitted Dote A rov Re ommended Dote <br />