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I \TI0ITA I0ilk Imzi0 011:i <br />Location Quantity <br />2 Locations throughout project Total 100 SQYD <br />PLANING ASPHALT CONCRETE PAVEMENT <br />p <br />318 <br />SQYD <br />Sta 8+80 to Sta 9+50 <br />171 <br />SQYD <br />State Route <br />Sta 233+10 to Sto 233+60 <br />122 <br />SQYD <br />6 <br />Wells Lane <br />f <br />_ <br />SQYD <br />Curry Avenue N <br />Sta 10+36 to Sta 10+61 <br />87 <br />SQYD <br />Curry Avenue S <br />Sta 9+39 to Sta 9+64 <br />75 <br />SQYD <br />Garneno Avenue <br />Sta 9+39 to Sta 9+64 <br />56 <br />SQYD <br />Vintage Road <br />Sto 10+36 to Sta 10+61 <br />65 <br />SQYD <br />Alpine Road N <br />Sta 10+11 to Sta 10+21 <br />88 <br />SQYD <br />Alpine Road S <br />Sto 9+39 to Sta 9+64 <br />86 <br />5 <br />Locust Tree Road <br />Sta 10+36 to Sta 10+61 <br />87 <br />SQYD <br />I \TI0ITA I0ilk Imzi0 011:i <br />Location Quantity <br />2 Locations throughout project Total 100 SQYD <br />PLANING ASPHALT CONCRETE PAVEMENT <br />SHOULDER BACKING <br />Location Quantity <br />Sta 7+50 to Sta 233+60 Total 3,055 TON <br />PORTABLE CHANGEABLE MESSAGE SIGN <br />Location Quantity <br />Harney Lane Total 2 EA <br />COUNTY OF SAN JOAQ UIN <br />NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER <br />B'. Sess®=s 12114 V, � � . ,„_ s <br />.ADJUST FRAME AND COVER (MONUMENT) <br />Location Quantity <br />Sta 22+18 (Lt) 1 EA <br />Sta 35+45 (Lt) 1 EA <br />Sta 48+72 (q) 1 EA <br />Sto 63+32 (Lt) 1 EA <br />Sta 66+79 (Lt) 1 EA <br />Sta 75+54 (Lt) 1 EA <br />Sta 85+84 (Rt) 1 EA <br />Sta 88+94 (rL) 1 EA <br />Sto 102+33 (Rt) 1 EA <br />Sta 129+12 (Rt) 1 EA <br />Sto 155+91 (Lt) 1 EA <br />Sta 158+71 (Lt) 1 EA <br />Sto 163+08 (Lt) 1 EA <br />Sto 169+16 (Lt) 1 EA <br />Sto 175+82 (Lt) 1 EA <br />Sto 182+42 1 EA <br />Sta 189+04 (Lt) 1 EA <br />Sto 195+67 (q) 1 EA <br />Sta 202+29 (Lt) 1 EA <br />Sta 208+91 (Lt) 1 EA <br />Sta 217+35 (Lt) 1 EA <br />Sta 228+86 (CL) 1 EA <br />Total 22 EA <br />PENETRATION TREATMENT <br />Location Quantity <br />14 Locations throughout project Total 689 SQYD <br />CRACK TREATMENT (TYPE 3) <br />Location Quantity <br />Sto 7+50 to Sta 233+60 Total 8.56 LNMI <br />SUMMARY OF QUANTITIES <br />CHECKED BY I DATE <br />HOT MIX ASPHALT (TYPE A) <br />Location Quantity <br />Mainline 92196 TON <br />Pavement Repair 27 TON <br />Transition Areas 232 TON <br />Driveways (Types D & E) 477 TON <br />HMA Dike (Type A) 1 TON <br />Total 9,933 TON <br />PLACE HOT MIX ASPHALT DIKE (TYPE A) <br />Location Quantity <br />® CCTC RR signals (2) Total 20 LF <br />GEOSYNTHETIC PAVEMENT INTERLAYER <br />(PAVING FABRIC) <br />Location Quantity <br />Sta 9+50 to Sta 233+10 Total 49,667 SQYD <br />DRIVEWAY (TYPE D) <br />Location Quantity <br />7 Locations throughout project Total 260 SQYD <br />DRIVEWAY (TYPE E) <br />Location Quantity <br />100 Locations throughout project Total 4,515 SQYD <br />HARN'EY LANE <br />Sta 7+50 to Sta 8+80 <br />318 <br />SQYD <br />Sta 8+80 to Sta 9+50 <br />171 <br />SQYD <br />State Route <br />Sta 233+10 to Sto 233+60 <br />122 <br />SQYD <br />6 <br />Wells Lane <br />Sta 10+36 to Sta 10+61 <br />61 <br />SQYD <br />Curry Avenue N <br />Sta 10+36 to Sta 10+61 <br />87 <br />SQYD <br />Curry Avenue S <br />Sta 9+39 to Sta 9+64 <br />75 <br />SQYD <br />Garneno Avenue <br />Sta 9+39 to Sta 9+64 <br />56 <br />SQYD <br />Vintage Road <br />Sto 10+36 to Sta 10+61 <br />65 <br />SQYD <br />Alpine Road N <br />Sta 10+11 to Sta 10+21 <br />88 <br />SQYD <br />Alpine Road S <br />Sto 9+39 to Sta 9+64 <br />86 <br />SQYD <br />Locust Tree Road <br />Sta 10+36 to Sta 10+61 <br />87 <br />SQYD <br />Total 1,216 <br />SQYD <br />SHOULDER BACKING <br />Location Quantity <br />Sta 7+50 to Sta 233+60 Total 3,055 TON <br />PORTABLE CHANGEABLE MESSAGE SIGN <br />Location Quantity <br />Harney Lane Total 2 EA <br />COUNTY OF SAN JOAQ UIN <br />NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER <br />B'. Sess®=s 12114 V, � � . ,„_ s <br />.ADJUST FRAME AND COVER (MONUMENT) <br />Location Quantity <br />Sta 22+18 (Lt) 1 EA <br />Sta 35+45 (Lt) 1 EA <br />Sta 48+72 (q) 1 EA <br />Sto 63+32 (Lt) 1 EA <br />Sta 66+79 (Lt) 1 EA <br />Sta 75+54 (Lt) 1 EA <br />Sta 85+84 (Rt) 1 EA <br />Sta 88+94 (rL) 1 EA <br />Sto 102+33 (Rt) 1 EA <br />Sta 129+12 (Rt) 1 EA <br />Sto 155+91 (Lt) 1 EA <br />Sta 158+71 (Lt) 1 EA <br />Sto 163+08 (Lt) 1 EA <br />Sto 169+16 (Lt) 1 EA <br />Sto 175+82 (Lt) 1 EA <br />Sto 182+42 1 EA <br />Sta 189+04 (Lt) 1 EA <br />Sto 195+67 (q) 1 EA <br />Sta 202+29 (Lt) 1 EA <br />Sta 208+91 (Lt) 1 EA <br />Sta 217+35 (Lt) 1 EA <br />Sta 228+86 (CL) 1 EA <br />Total 22 EA <br />PENETRATION TREATMENT <br />Location Quantity <br />14 Locations throughout project Total 689 SQYD <br />CRACK TREATMENT (TYPE 3) <br />Location Quantity <br />Sto 7+50 to Sta 233+60 Total 8.56 LNMI <br />SUMMARY OF QUANTITIES <br />CHECKED BY I DATE <br />HOT MIX ASPHALT (TYPE A) <br />Location Quantity <br />Mainline 92196 TON <br />Pavement Repair 27 TON <br />Transition Areas 232 TON <br />Driveways (Types D & E) 477 TON <br />HMA Dike (Type A) 1 TON <br />Total 9,933 TON <br />PLACE HOT MIX ASPHALT DIKE (TYPE A) <br />Location Quantity <br />® CCTC RR signals (2) Total 20 LF <br />GEOSYNTHETIC PAVEMENT INTERLAYER <br />(PAVING FABRIC) <br />Location Quantity <br />Sta 9+50 to Sta 233+10 Total 49,667 SQYD <br />DRIVEWAY (TYPE D) <br />Location Quantity <br />7 Locations throughout project Total 260 SQYD <br />DRIVEWAY (TYPE E) <br />Location Quantity <br />100 Locations throughout project Total 4,515 SQYD <br />HARN'EY LANE <br />RESURFACING <br />Sheet <br />No. <br />(Beckman Road to <br />State Route <br />88) <br />I 6 of <br />6 <br />