Laserfiche WebLink
ASPHALT CONCRETE ASPHALT CONCRETE FRAME & GRATE <br /> TYPE A PLANING 18" SDI SHOULDER BACKING <br /> Location Quantity Location Quantity Location Quantity Location Quantity <br /> Leveling 97 Tons Beg. Project 40 S.Y. Sta. 128+50 2 Each Sta. 116+OOW to Sta. 127+15W 206 Tons <br /> Roadway 16,589 Tons Hwy 99 Frontage W. 91 S.Y. Sta. 130+00 2 Each Sta. 4+00 to Sta. 365+71 8,358 Tons <br /> Intersections & Transitions 907 Tons <br /> Pavement Repair 560 Tons Hwy 99 Frontage E. 44 S.Y. Sta. 139+10 2 Each <br /> Beckman Rd. 53 S.Y. Total 8,564 Tons <br /> Total 18,153 Tons Wells Rd. 35 S.Y. Total 6 Each <br /> Curry Ave. N. 35 S.Y. <br /> Curry Ave. S. 33 S.Y. PLACE MONUMENT <br /> Garnero Rd. 33 S.Y. <br /> Vintage Rd. 37 S.Y. FRAME AND COVER PAVEMENT REINFORCING <br /> Alpine Rd. N. 38 S.Y. <br /> Alpine Rd. S. 42 S.Y. Location Quantity FABRIC <br /> ASPHALT CONCRETE Locust Tree Rd. 40 S.Y. Sta. 129+35.18 , Each Location Quantity <br /> TYPE B Hwy 88 W. 58 S.Y. <br /> Hwy 88 E. 55 S.Y. Sto. 116+50W to Sta. 126+65W 2,481 S.Y. <br /> Location Quantity Bear Creek Br W. 40 S.Y. Sto. 4+50 to Sta. 234+13 50,831 S.Y. <br /> o Bear Creek Br E. 40 S.Y. Sto. 236+00 to Sta. 236+25 61 S.Y. <br /> o Driveways (Type D) 220 Tons N. Paddy Creek Br W. 40 S.Y. Sta. 238+50 to Sta. 263+35 6,074 S.Y. <br /> Driveways (Type E) 623 Tons N. Paddy Creek Br E. 40 S.Y. PAVEMENT REPAIR Sta. 265+26 to Sta. 313+58 11,812 S.Y. <br /> o > Hibbard Rd. 37 S.Y. Sto. 314+99 to Sta. 365+21 12,276 S.Y. <br /> Total 843 Tons Jack Tone Rd. W. 40 S.Y. Total 83,535 S.Y. <br /> g Location Quantity <br /> Jack Tone Rd. E. 40 S.Y. <br /> Tully Rd. 37 S.Y. 10 Sites Throughout Project 518 S.Y. <br /> End Project 40 S.Y. <br /> Total 988 S.Y. <br /> 12" DIA. REINFORCED 18" STORM <br /> A ADJUST MONUMENTCONCRETE PIPE DRAIN INLET <br /> ♦ = FRAME AND COVER DRIVEWAYS Location Length (Ft.) Location Quantity <br /> W M Location Quantity Sto. 128+50 2 Each <br /> Quantity Sta. 128+50 42 L.F. <br /> zSta. 130+00 2 Each <br /> o Sta. 288+00± 1 Each Type Area Sto. 130+00 42 L.F. <br /> Sta. 364+74.87 1 Each D 37 1,026 S.Y. Sto. 139+10 42 L.F. Sta. 139+10 2 Each <br /> Total 2 Each E 117 5,259 S.Y. Total 126 L.F. I Total 6 Each <br /> 0 <br /> z <br /> Lm of <br /> COUNTY OF SAN JOAQUIN No scALE SUMMARY OF QUANTITIES HARNEY Ls" RoRFACIN� Sheet N;( oTuliy 1h) 2 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CHECKED 7771 M_ SUBMITTED DATE AP Al RECOMMENDED ,,/DATE <br /> .SS�inw.l rs.' .daGe.r� 5/98 .,1 p�0 7.?� <br /> J <br />