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PAVEMENT REPAIR DRIVEWAYS TYPE iid <br /> PAVEMENT REINFORCING <br /> Location Quantity <br /> ® New Hope Intersection 61 S.Y. Quantity FABRIC(3 Locat ons) 12 Location Quantity <br /> Sta. 0+70 to Sta. 110+06 26733 S.Y. <br /> PLANING ASPHALT CONCRETEDRIVEWAYS TYPE "E " Sta. 110+06 to Sta. 116+94 2,294 S.Y. <br /> PAVEMENT <br /> (30' wide) <br /> Location Quantity Quantity Areo Sta. 116+94 to Sto. 118+06 349 S.Y. <br /> Mainline 26 1 ,102 S.Y. (28' wide) <br /> Sta. 0+40 to Sta. 0+70 147 S.Y. <br /> Sta. 118+00 to Sta. 118+06.5 22 S.Y. <br /> Intersections 237 S.Y. <br /> ASPHALT CONCRETE Total 29,376 S.Y. <br /> (5 Locations) (TYPE A) <br /> Total 406 S.Y. Location uan I METAL BEAM GUARD RAILING <br /> Mainline (Resurfacing 5,422 Tons <br /> ADJUST MONUMENT Sta. 0+40 to Sta. 118+06.5 Location Quantity <br /> Sto. 111 +38t to Sta.118+04t(Lt.) 681 .25 L.F. <br /> FRAMES AND COVERS ASPHALT CONCRETE <br /> Sta. 115+73 to Sta. 200 L.F. <br /> Location Quantity TYPE B Sta. 117+85 to Sta.118+04t(Rt.) 18.75 L.F. <br /> Sta. 47+73 1 EACH Location Quantity Total 900 L.F <br /> Intersections (7 Locations) 214 Tons <br /> Pavement Repair 27 Tons <br /> 6 ADJUST WATER VALVE Driveways, Types "D" & "E" 216 Tons <br /> D FRAMES AND COVERS Dikes Type A" & "6" 20 Tons TERMINAL SYSTEM (TYPE SRT) <br /> i nShoulder Reconstruction 72 Tons <br /> R Location Quantity (Sto. 110+06 to Sta 118+06) Location Quantity <br /> § ® Pine Street, Intersection 2 EACH Total 549 Tons Sta. 111 +01 (Lt.) 1 EACH <br /> 0 <br /> ® New Hope Road, Intersection 4 EACH Sta. 115+35 (Rt.) 1 EACH <br /> Total 6 EACH PLACE ASPHALT CONCRETE DIKE Total 2 EACH <br /> TYPE "A" <br /> EARTHWORK Location Quantity <br /> (MISCELLANEOUS AREAS) Sto. 110+06 to Sta. 115+10 Rt. 507 L.F.A Location Quantity Sta. 115+72 to Sta. 117+60 (Rt. 188 L.F. TERMINAL SECTION (TYPE A) <br /> Total 695 L.F. Location Quantity <br /> M Sta. 110+06 to Sta.118+06.5 8 Sta. <br /> PLACE ASPHALT CONCRETEDIKE Sta. 118+04t (Lt.) @ Bridge 1 EACH <br /> TYPE "C" Sta. 118+04t (Rt.) ® Bridge 1 EACH <br /> SHOULDER BACKING Sta. 117+70t (Rt.) 1 EACH <br /> ;0 Location Quantity Location Quantity Sta. 117+85t (Rt.) 1 EACH <br /> < Sta. 115+10 to Sta. 115+72 Rt. 62 L.F. Total 4 EACH <br /> LA Sta. 0+40 to Sta.118+06.5 1 ,318 Tons Sta. 117+60 to Sta. 118+06 Rt. 47 L.F. <br /> Z Total 109 L.F. <br /> D COUNTY OF SAN JOAQUIN No sc� S�INIMARY CIF QUANTITIES THORNTON ROAD RESURFACING 6 eof "6 <br /> (Walnut Grove Road to Sacramento County) <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVA ECOMMENDED DATE <br />