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See Note Existing Surface ADJUST MANHOLE <br /> FRAMES AND COVERS DRIVEWAYS <br /> Location Quantity Type Quantities <br /> No. Area <br /> 0.70' Asphalt Concrete Sta. 2+68 1 Each <br /> PAVEMENT REPAIR DETAIL Sta. 5+34 1 Each Sta. 7 109 S.Y- <br /> Sta. 7+62 1 Each <br /> Sta. 9+22 1 Each E 24 907 S.Y. <br /> NOTE: Exact width, length and location to be determined by Engineer. Sta. 11 +87 1 Each <br /> Sta. 16+33 1 Each <br /> Sta. 18+57 1 Each <br /> Sta. 15+75 1 Each <br /> ASPHALT CONCRETE <br /> Conform ® E.P. (Type B) <br /> 6' PAVEMENT REPAIR Location Quantit <br /> 6 Roadway 799 Tons <br /> Location Quantity Pavement Repair 280 Tons <br /> Conform Driveways <br /> 14 sites throughout 539 S.Y. Type D 24 Tons <br /> Existing Width P Type E 67 Tons <br /> 12� Min. project <br /> 0.30' Asphalt Concrete over shaped and compacted native material. Total 1 ,170 Tons <br /> o <br /> TYPED PLANING ASPHALT <br /> o Conform ® E.P. CONCRETE PAVEMENT PAVEMENT REINFORCING <br /> Cz Location Quantit FABRIC <br /> g' Sta. 21 +85 to Sta. 22+ 10 278 S ,, Location <br /> Quantity <br /> O m Conform <br /> Sta. 0+00 to Sta. 21 +75 4,833 S.Y. <br /> o D Existing Width <br /> m R = Conform to existing radius. SHOULDER BACKING <br /> Variable depth Asphalt Concrete over existing paved driveway. <br /> TYPE E Location Quantity <br /> m <br /> TYPICAL DRIVEWAYS Stu- 0+00 to Sta- 22+10 536 Tons <br /> _tic o COUNTY OF SAN JOAQUIN NO SCALE CORSTRUCTION DETAILS AND LOOMIS AVENUE RESURFACING sheet No. <br /> SUMMARY OF QUANTITIES South Hw 99 Fronto a Rd. to West End L 4 of 4 <br /> Drawn By I Date I Project Engineer Date Checked Date I Submitted Date I 6pprovARecommended I Date <br /> P171-93[" V_Wl4ck <br />