Laserfiche WebLink
PAVEMENT REPAIR EARTHWORK DRIVEWAYS <br /> Location Quantity MISCELLANEOUS AREAS Quantity <br /> 13 Locations 222 S.Y. (SHOULDER EROSION) Type No. Area <br /> Driveways Type "D" 1 89 S.Y. <br /> Location Quantity <br /> Driveways Type "E" 6 111 S.Y. <br /> Sto. 337+85 f (27' Lt.) 16' x 6' .16 Sto. <br /> Sto. 338+80 t (27' Lt.) 12' x 5' .12 Sto. <br /> Sto. 339+80 f (27' Lt.) 12' x 7' .12 Sto. ASPHALT CONCRETE (TYPE A) <br /> REMOVE AC DIKE Sto. 341 +15 t (27' Lt.) 7' x 3' .07 Sto. <br /> Sto. 345+70 t (27' Lt.) 15' x 5' .15 Sto. Location Quantity <br /> Location Quantity Sto. 345+90 t (27' Lt.) 23' x 5' .23 Sto. <br /> Sto. 347+60 t (27' Lt.) 21 ' x 4' .21 Sta. Moinline & Intersections 6,458 Tons <br /> Sto. 270+80 to 278+50 (Rt.) 800 L.F. Sto. 349+50 t (27' Lt.) 7' x 4' .07 Sto. A.C. Dike (Type A) 43 Tons <br /> i Sto. 270+80 to 278+50 (Lt.) 825 L.F. Sta. 350+25 f (27' Lt.) 6' x 4' .06 Sto. Drivewoys 29 Tons <br /> Sto. 352+00 t (27' Lt.) 15' x 4' .15 Sta. pavement Repair 74 Tons <br /> Total 1625 LF. <br /> R, Sto. 353+10 f (27' Lt.) 4' x 4' .04 Sto. <br /> N Sta. 367+30 t (27' Lt.) 5' x 6' .05 Sta. Total 6.604 Tons <br /> Sto. 368+00 t (27' Lt.) 3' x 6' .03 Sta. <br /> o <br /> o > Sto. 368+15 t (27' Lt.) 3' x 5' .03 Sta. <br /> Sto. 379+16 t (23' Lt.) 27' x 5' .27 sta. PLACE AC DIKE (TYPE A) <br /> _ ; Sta. 380+14 t (23' Lt.) 32' x 6' .32 Sto. <br /> 01 <br /> > PLANING ASPHALT sta. 375+sot (23' Lt.) 500' x 5' S.00 Sta. Location Quantity <br /> OL-11 <br /> M Total 7.08 Sta. <br /> 0 <br /> CONCRETE PAVEMENT Sto. 270+80 to 278+50 (Rt.) 825 L.F. <br /> N Location Quantity Sto. 270+80 to 278+50 (Lt.) 800 L.F. <br /> C <br /> 3 Sta. 269+83 to Sta. 270+03 89 S.Y. Total 1625 LF. <br /> o Sta. 288+14 to Sta. 288+89 267 S.Y. SHOULDER BACKING <br /> Sta. 295+95 to Sto. 296+70 267 S.Y. <br /> Sta. 383+00 to Sta. 383+50 178 S.Y. Location Quantity PAVEMENT REINFORCING FABRIC <br /> Stark Rood Intersection 106 S.Y. Sto. 278+50 to Sto. 383+50 1969 Tons <br /> Location Quantity <br /> Crocker Rood Intersection 133 S.Y. <br /> y, Borba Rood Intersection 66 S.Y. Sto. 271+13 to Sto. 287+64 5,136 S.Y. <br /> Sto. 289+39 to Sto. 295+45 1,885 S.Y. <br /> M Total 1106 S.Y. Sto. 297+20 to Sto. 382+50 26,538 S.Y. <br /> A <br /> Total 33.559 S.Y. <br /> rn <br /> Z _ 71 _ - <br /> COUNTY OF SAN JOAQUIN No SCALE 4SMMARY OF HOWARD ROAD RESURFACING Sheet No. <br /> QUANTITIES (Middle River to Roberts Rood) 8 of 8 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATEI APPROVAL RECOMMENDED DATE <br />