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PAVEMENT REPAIR DRIVEWAYS PAVEMENT REINFORCING ASPHALT CONCRETE (Type A) Location Quantity Type Quantities FABRIC Location Quantity 2 Sites throughout project 120 S.Y No. Area Location Quantity Jack Tone Road Mainline 20,936 Tons D 54 1,548 S.Y. Intersections 881 Tons E 107 3,447 S.Y. Sto. 19+60 to Sta. 380+40 96,480 S.Y. Driveways (Type D) 340 Tons Driveways (Type E) 380 Tons PLANING ASPHALT - Pavement Repair 75 Tons CONCRETE PAVEMENT THRIE BEAM PLACE ASPHALT Total 22,612 Tons Location Quantity BRIDGE RAIL CONCRETE DIKE TYPE C Location Quantity Location Quantity MONUMENT FRAMES Std. 19+45 to19+70 S.Y. Old Jock Tone Rd.d. 150 S.Y. Sta.167+50 to Sto.168+12 (Lt.) 62.5 L.F. Sta.167+10 to Sta. 167+49 (Lt.) 30 L.F. AND COVERS 150 Dawson Rd. 58 S.Y. Sta.167+58 to Sta.168+18 (Rt.) 62.5 L.F. Sta.192+57 to Sta. 192+82 (Lt.) 25 L.F. Location Quantity Sta.45+55 to Sto.49+41 (Rt.) 171 S.Y. Sto.191+63 to StaA92+26 (Lt.) 62.5 L.F. Sto.192+65 to Sto. 192+82 (Rt.) 50 L.F. Brandt Rd. (west) 62 S.Y. Sta.191+85 to Sta.192+60 (Rt.) 75.0 L.F. Sta.253+40 to Sta. 253+70 (Rt.) 30 L.F. Sta. 21+45 1 EA. Brandt Rd. (east) 62 S.Y. Sta.253+84 to Sta.254+34 (Lt.) 50.0 L.F. Sto.253+53 to Sto. 253+78 (Lt.) 25 L.F. Stu. 37+25 1 EA. 6 Victor Rd. 53 S.Y. Sto.253+84 to Sta.254+34 (Rt.) 50.0 L.F. Sta.254+42 to Sta. 254+72 (Rt.) 30 L.F. Sta. 167+02 1 EA. Sargent Rd. 62 S.Y. Transition Section (Total 12) 75.0 L.F. Sto.254+47 to Stu. 254+77 (Lt.) 30 L.F. Sto. 264+43 1 EA. g Kettleman Lane (west) 62 S.Y. Total 437.5 L.F. Total 220 L.F. Sta. 290+39 1 EA. o F Kettleman Lone (east) 113 S.Y. Total 5 EA. o Harney Lane (west) 62 S.Y. m Harney Lone (east) 62 S.Y. ADJUST MONUMENT METAL BEAM TERMINAL SECTION TYPE A Atkinson Rd. 62 S.Y. FRAMES AND COVERS GUARD RAIL Grassland Rd. 62 S.Y. Location Quantity ° Tokay Colony Rd. (west) 62 S.Y. Location Quantity Location Quantity Tokay Colony Rd. (east) 62 S.Y. Sto. 167+36 (Lt.) 1 EA. Live Oak Rd. (west) 113 S.Y. Sto. 35+29.30 (38't Rt.) 1 EA. Sta.167+36 to Sta.167+42 (Lt.) 6.25 L.F. Stu. 168+32 (Rt.) 1 EA. Live Oak Rd. (east) 62 S.Y. Sta. 61+85.10 1 EA. Sta.167+46 to Stu.167+52 (Rt.) 6.25 L.F. Stu. 168+31 (Rt.) 1 EA. /A Sta. 89+06.22 1 EA. ( ) Sta. 168+31 (Rt.) 1 EA. V� Sta. 329+90 to Sta. 332+57 949 S.Y. Sta.168+18 to Sto.168+31 Lt. 12.50 L.F. Sta. 381'+50 to Sta. 382+00 200 S.Y. Sta. 116+30.22 1 EA. Sto.168+25 to Sta.168+31 (Rt.) 6.25 L.F. Sto. 191+31 (Lt.) 1 EA. Total .- Sta. 142+95.74 1 EA. Sta.191+31 to Sta.191+56 (Lt.) 25.00 L.F. Sta. 191+66 (Rt.) 1 EA. Sta. 172+12.60 1 EA Sta.191+66 to Sta.191+79 (Rt.) 12.50 L.F. Sto. 192+57 (Lt.) 1 EA. Sta. 226+25.00 1 EA. Sta.192+44 to Sta.192+57 (Lt.) 12.50 L.F. Sta. 192+62 (Rt.) 1 EA. SHOULDER BACKING Stu. 251 +66.20 1 EA. Sto.192+67 to Ste.192+92 (Rt.) 25.00 L.F. Sta. 253+65 (Rt.) 1 EA. Std. 277+18.73 1 EA. Sta.253+65 to Sta.253+78 (Rt.) 12.50 L.F. Sta. 253+78 (Lt.) 1 EA. A Location Quantity Sto. 304+13.80 1 EA. Sto.254+40 to Sta.254+53 (Lt.) 12.50 L.F. Sta. 254+47 (Rt.) 1 EA. Sta. 330+83.40 1 EA. Sta.254+41 to Sta.254+47 (Rt.) 6.25 L.F. Sta. 254+52 (Lt.) 1 EA. z Sto. 19+45 to Sta. 382+00 9,126 Tons Total 11 EA. Total 137.50 L.F. Total 12 EA. 0 COUNTY OF SAN JOAQUIN No SCALE S UtT T F JACK TONE ROAD RESURFACIN Sheet No. u I I State Route 88 to Eight Mile Rood 17 of 17 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVA COMMENDED DATE Pz, r,