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HANNULD <br />Svo <br />z F <br />c <br />rh <br />AVENUE <br />Sta 10+16 —Conform Begin Project Sta 114+00 to Sta 114+25 — HMA Transition (0.04' to 0.08') <br />�2 Sta 35+29 & Sto 35+96 — Conform to bridge (29C-343) deck [Sta <br />to 114+25 to Sto 125+30 — HMA Overlay (0.08') <br />Sta 58+91 — Conform to BN&SF Railroad 125+30 to Sta 125+55 — HMA Transition (0.08' to 0.04') <br />® Sta 62+13 — Conform to Santa Fe Road © Sto 126+22 — Conform End Project <br />Location <br />Sta 109+00 to Sta 125+00 (Lt & Rt) <br />COUNTY OF SAN JOAQUIN <br />Total <br />NOT TO SCALE <br />COLD PLANE FINE GRINDING <br />445 <br />TON <br />Location <br />5 <br />Quantity <br />Sta 10+16 to Sta 35+29 <br />Sta 35+96 to Sto 58+91 <br />Sta 62+13 to Sta 114+00 <br />Total <br />6,034 <br />5,355 <br />12,103 <br />23,492 <br />SQYD <br />SQYD <br />SQYD <br />SQYD <br />Sta <br />58+41 <br />5 <br />TON <br />GEOSYNTHETIC REINFORCED CHIP <br />PAVEMENT REPAIR <br />to <br />Location <br />Location <br />Quantity <br />Quantity <br />Pavement <br />Pavement <br />Repair (Type 1) 9 Locations 711 <br />Repair (Type 2) 23 Locations 129 <br />Total 840 <br />SQYD <br />SQYD <br />SQYD <br />Location <br />Sta 109+00 to Sta 125+00 (Lt & Rt) <br />COUNTY OF SAN JOAQUIN <br />Total <br />NOT TO SCALE <br />MIX ASPHALT <br />Mainline (Overlay and Transitions) <br />Pavement Repair (Type 1 & Type 2) <br />u <br />144 TON <br />263 TON <br />Sta 11 +00 to Sta 125+55 (Lt & <br />PENETRATION TREATMENT <br />445 <br />TON <br />Location <br />5 <br />Quantity <br />12 Locations <br />276 <br />Total 276 <br />SQYD <br />SQYD <br />Sta <br />58+41 <br />5 <br />TON <br />GEOSYNTHETIC REINFORCED CHIP <br />SEAL <br />to <br />Location <br />125+22 <br />Quantity <br />Sta 10+16 to <br />Sto 35+96 to <br />Sto 62+13 to <br />Sta 35+29 <br />Sta 58+91 <br />Sto 126+22 <br />Total <br />6,034 <br />5,355 <br />15,169 <br />26,558 <br />SQYD <br />SQYD <br />SQYD <br />SQYD <br />MIX ASPHALT <br />Mainline (Overlay and Transitions) <br />Pavement Repair (Type 1 & Type 2) <br />u <br />144 TON <br />263 TON <br />Sta 11 +00 to Sta 125+55 (Lt & <br />Rt) <br />445 <br />TON <br />35+29 <br />5 <br />Total 445 <br />TON <br />OF <br />m <br />N <br />'O <br />LEGEND <br />GRCS <br />GRCS over HMA <br />ASPHALT BINDER <br />Sta <br />11 +16 <br />to <br />Sta <br />35+29 <br />5 <br />TON <br />Sta <br />35+96 <br />to <br />Sta <br />58+41 <br />5 <br />TON <br />Sta <br />62+63 <br />to <br />Sta <br />125+22 <br />14 <br />TON <br />ASPHALTIC EMULSION <br />First Application <br />Sta 10+16 to Sta 35+29 <br />Sta 35+96 to Sto 58+91 <br />Sta 62+13 to Sto 126+22 <br />Second Application <br />Sta 10+16 to Sta 35+29 <br />Sta 35+96 to Sta 58+91 <br />Sta 62+13 to: Sta 126+22 <br />(River Road to <br />Route 1 <br />Qua <br />Sheet No. <br />3 of 3 <br />