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PAVEMENT REINFORCING EARTHWORK ADJUST MANHOLE <br /> FABRIC FRAME AND COVER <br /> Location Quantity (MISCELLANEOUS AREAS) Location Quantity <br /> Sta. 0+75 Lt. to Ste. 11+20 Lt. 1393 S.Y. Location Quantity Ste. 1+86 5'Rt. CLConst. 1 E.A. <br /> Sta. 1+00 Rt. to Sta. 11+20 Rt. 1360 S.Y. Sta.5+47 to Sta.6+83 Rt. 1.4 STA. Sta. 5+71 1.5'R t. CIL Const. 1 E.A. <br /> Total 2753 S.Y. Sta.6+47 to Sta.e+96 Lt. Sta. 5+86 6'R t, CL Const. 1 E.A. <br /> 2.5 STA. Sta. 5+99 1O'Rt. CLConst. 1 L.A. <br /> Sta.9+26 to Sta.9+60 Lt. 0.3 STA. Sta. 8+52 CRL CLConst. 1 E.A. <br /> Total 4.2 STA. Ste. 8+72 51t. CL. Const. 1 E.A. <br /> Ste. 9+90 12'Rt. CL Const. 1 E.A. <br /> PAVEMENT REPAIR Total 7 E.A. <br /> Location Quantity SHOULDER BACKING <br /> 16 Sites throughout project 168 S.Y. Location Quantity <br /> Sta.5+a7 to Sta.6+63 Rt. 4 Tans DRIVEWAY (Type E) <br /> Sta.6+50 to Sta.8+96 Lt. 10 Tons Location Quantity <br /> Sta.9+26 to Sta.9+60 Lt. 2 Tons Sta.9+10 Lt. 38 SY <br /> PLANING ASPHALT Total 16 Tons Sta.9+60 to Sta.11+11 Lt. 168 SY <br /> CONCRETE PAVEMENT A.G. Appron 12 SY <br /> Location Quantity ASPHA T CONCRETE Totel 218 SY <br /> MAINLINE: <br /> Sta.2+00 to Sta.5+47 Rt. 155 S.Y. klype B) <br /> Sta.6+83 to Sto.10+75 Rt. 175 S.Y. Location Quantity <br /> 6 Sta.2+00 to Sta.5+30 Lt. 147 S.Y. y <br /> o INTERSECTIONS: Mainline 600 Tons <br /> ?, o Budweiser Ct. 77 S.Y. Intersections 181 Tons RECORD DRAWING <br /> State Hwy 88 146 S.Y. Pavement Repair 73 Tons <br /> $ Wilcox Rd. 215 S.Y. Driveways & Frontage 22 Tons Correctionsl <br /> FRONTAGE: A.C. Appron 2 Tons NoChangesB <br /> Sta.9+60 to Sta.11+11 Lt. 68 S.Y. �_�_ 9z <br /> Total 983 S.Y. Total 878 Tons Date <br /> Any Person Using This Drawing Should Vitrify <br /> All intorroation By Inspecting The Site Of Work <br /> m <br /> 0 <br /> � f <br /> m <br /> COUNTY OF SAN �JOAQUIN SCALE: Noce CONSTRUCTIOWkNOTES PICCROAD RESURFACING SHEET No. <br /> Wilcox Rd. to Waterloo Rd. 6 of 6 <br /> DRAWN BY DATE I PROJECT ENGINEER DATE 4HECKED �C DATE �,S/UBIATTED DATE AP OY ECOMMENDED ATE <br /> II <br /> J. C. White 7/30/911/ �S J� <br /> TJ <br />