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Conforn ® E.P. <br /> PAVEMENT REPAIR SHOULDER BACKING <br /> Go Location Quantity <br /> Exisitng Conform Location Quantic <br /> Width y Sta. 0+41 to Sta. 39+45 Lt. 117 Tons <br /> ,n Sta. 0+41 to Sta. 39+86 Rt. 118 Tons <br /> TYPE D 32 Sites throughout project. 441 S.Y. Sta. 43+25 to Sta. 53+83 Rt, 32 Tons <br /> Sta. 44+20 to Sta. 53+83 Rt. 29 Tons <br /> Total 296 Tons <br /> 0.30' Asphalt Concrete over shaped <br /> and compacted native material. <br /> PLANING ASPHALT <br /> Conforn o E.P. CONCRETE PAVEMENT DRIVEWAYS <br /> Location Quantity Quantities <br /> / Sta. 0+41 to Stu. 0+71 303 S.Y. Type No. Area <br /> \ / Sta. 41+12 to Sta. 41+37 76 S.Y. <br /> Conform Sta. 41+89 to Sta. 42+14 94 S.Y. D 2 60 S.Y <br /> Sta. 53+63 to Sta. 53+83 138 S.Y. <br /> E 2 82 s.Y. <br /> TYPE E F Street 67 S.Y. <br /> Total 678 S.Y. <br /> Variable depth Asphalt Concrete <br /> over existing paved driveway. <br /> R = Conform to existing radius. ASPHALT CONCRETE (TYPE B) <br /> EARTHWORK Location Quantity <br /> (Misc. Area) <br /> TYPICAL DRIVEWAYS Location Quantity Roadways 2,044 Tons <br /> � Intersections 67 Tons <br /> Sta. 0+41 to Sta. 39+45t Lt. 39.0 Sta. Driveways 23 Tons <br /> / D Pavement Repair 200 Tons <br /> W > Sta. 0+41 to Sta. 39+86t Rt. 39.5 Sta. Total-- - 2,334 Tons <br /> D o Sta. 43+25 to Sta. 53+83 Rt. 10.6 Sta. <br /> Z See Note Sta. 44+20 to Sta. 53+83 Lt. 9.6 Sta. <br /> D F Below Existing surface Total 98.7 Sta. <br /> PLACE SURVEY MONUMET <br /> Z X0.50' Pavement Repair IMPORTED BORROW FRAME AND COVER <br /> m ' 0.75' Asphalt Concrete Sta. 41+44t <br /> Sta. 41+set Location Quantity <br /> Note: Width, length, and location Location Quantity <br /> .� of pavement repair to be Sta 52+87t 1 Each <br /> L A determined by the Engineer. Sta 0+41 to Stra. 53+83 831 C.Y. <br /> £ PAVEMENT REPAIR DETAIL <br /> A <br /> (Type 1) <br /> COUNTY OF SAN JOA UIN No SCALE CONSTRUCTION DETAILS BANTA ROAD RESURFACING Sheet No. <br /> AND NOTES Eleventh Street to Grant Line Road 5 of 5 <br /> Drawn B Date Project Engineer Date Checked Date Submitted Date Aftrqw Recommended Date <br /> L <br />