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I . Where pavement repair width crosses the center line <br /> O <br /> 1 of the roadway, the finished surface shall be either <br /> See Note below. crowned at the center line with 2% cross slope; or <br /> Existing Surface constructed with superelevotion, conforming to the existing <br /> X—Slope pavement at each end. <br /> 2. The profile grade of repair areas shall be a straight grade <br /> grade between conform points. <br /> 0.65' Asphalt Concrete <br /> Soil Stabilization Fabric <br /> PAVEMENT REPAIR DETAIL PAVEMENT REPAIR <br /> 1� Width, Length, and exact <br /> location to be determined <br /> by the Engineer. <br /> Q2 X–Slope shall conform to Location Quantity <br /> existing pavement. <br /> 67 Locations 8,445 S.Y. <br /> ASPHALT CONCRETE <br /> (TYPE B) <br /> Roadway <br /> Location Quantity <br /> "Grade shoulder area to <br /> Existing E.P <br /> st 16 — 4� remove excess material 67 Locations 3,697 TONS <br /> . o! or fill dropoff (erosion). <br /> SHOULDER GRADING (Extra Work) <br /> z Fn Shoulder grading, if required, will be as directed SOIL STABILIZATION FABRIC <br /> by the Engineer. Payment for shoulder work will <br /> be by Item No. 1 , Force Account. <br /> m <br /> Location Quantity <br /> 67 Locations 8,445 S.Y. <br /> y <br /> Sheet <br /> V <br /> A <br /> rozCOUNTY OF SAN JOAQUIN NO SME CSUMMARY IOF QUANTITIES ONSTRUCTON DETAILS AND FLOOD DAMAGE IR TER MAPORTWP PAVEMENT REPAIR 2AY -Sl of 2 <br /> DRAWN BY DATE PROJECT ENGINEER DATE I CHECKEDDATE SUBMITTED DATE AP AL AWIMMENDED DATE <br /> P. Peterson 5/97 -i 'T1,1y7 4W <br />