Laserfiche WebLink
a r-CorrectionsBy <br />0 0Nv Changes By <br />1 A Usirig This C! <br />CAR R0 LTO N Li Nwennadon By lnepwting The Si.akOAD 3 <br />w s.� _ lo�cc w �Ml� <br />Q u° <br />�1 Sta 10+17 — Conform Begin Project LEGEND <br />� Paving Fabric Limits <br />L_! - to /'-3+U4 Sta 23+42 Conform to Bridge (29C-358) Deck Sta 11+17 to Sta 23+04 GRCS <br />3❑ 155+86 — Conform to Union Pacific Railroad — End Project Sto 23+42 to Sta 154+86 <br />COLD PLANE FINE GRINDING <br />Location Quantity (SQYD) <br />Sta 10+;--A to Sta 23+04 3,466 <br />Sta 23+42 tn Sta 155+86 35,160 <br />Total 38,626 <br />PAVEMENT REPAIR <br />Locution Quantity (SQYD) <br />3 Locations Total 23 <br />HOT MIX ASPHALT (TYPE A) <br />Location Quantity (TON) <br />Pavement Repair Total 5 <br />COUNTY OF SAN JOAQUIN NOT TO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />�'/anq 1-6 03/1 - t S -� , 1 S .''{ �► <br />GEOSYNTHETIC REINFORCED CHIP SEAL <br />Location -7 Quantity (SQYD) <br />Sta 10+4-;Y, to Sta 23+04 3,466 <br />Sta 23+42 to Sta 155+88 35,160 <br />Total 38,626 <br />CARROLTON ROAD PLAN AND <br />SUMMARY OF QUANTITIES <br />CHECKED DATE <br />ASPHALT BINDER <br />Location Quantity (TON) <br />Sta 11+17 to Sta 23+04 4 <br />Sta 23+42 to Sta 154+86 49 <br />Total 53 <br />ASPHALTIC EMULSION <br />Location L77 <br />EARTHWORK <br />(MISCELLANEOUS <br />AREAS) <br />Location <br />Sta 10+ to Sta <br />23+04 <br />Quantity <br />(STA) <br />Sta <br />10+17 <br />to Sta 155+86 (Lt & Rt) <br />3b <br />291 <br />Mello <br />Road <br />— Radius <br />(Lt) <br />23+04 <br />0.5 <br />Mello <br />Road <br />— Radius <br />(Rt) <br />pub <br />0.5 <br />Allen <br />Road <br />— Radius <br />(Lt) <br />0.5 <br />Allen <br />Road <br />— RadiuF <br />(Rt) <br />0.5 <br />Total <br />293 <br />CARROLTON ROAD PLAN AND <br />SUMMARY OF QUANTITIES <br />CHECKED DATE <br />ASPHALT BINDER <br />Location Quantity (TON) <br />Sta 11+17 to Sta 23+04 4 <br />Sta 23+42 to Sta 154+86 49 <br />Total 53 <br />ASPHALTIC EMULSION <br />Location L77 <br />Quantity (TON) <br />First Applicati n <br />Sta 10+ to Sta <br />23+04 <br />5 <br />Sto 23+42 to Sta <br />155+f'6 <br />51 <br />V? <br />3b <br />56 <br />Second Application <br />Sto 10+/ to Sta <br />23+04 <br />4 <br />Sta 23+42 to Sta <br />155+4M - <br />44 <br />pub <br />48 <br />Total 104 <br />0 <br />N <br />w <br />0 <br />1 <br />r <br />OLTON RD & SEXTON RD GEOSYNTHETIC REINFORCED CHIP SEALI Sheet No. <br />(River Road to State Route 120) 3 of 4 <br />