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z <br />0 <br />PLANING ASPHALT <br />CONCRETE PAVEMENT <br />Location <br />Sto 10+13 to Sto 10+38 <br />Sto 63+89 to Sto 64+14 <br />Quantity <br />178 SQYD <br />55 SQYD <br />Total 233 SQYD <br />SHOULDER BACKING <br />Location Quantity <br />Sta 10+13 to Sta 64+14 556 Ton <br />DRIVEWAY (TYPE D) <br />Location Quantity <br />15 Locations 331 SQYD <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Randolph Noriega 1 9/2015 310&J <br />DRIVEWAY (TYPE E) <br />Location Quantity <br />6 Locations 323 SQYD <br />PENETRATION TREATMENT <br />Location Quantity <br />At Peltier Road <br />Sta <br />PAVEMENT <br />REPAIR <br />Location <br />Sto <br />Quantity <br />Sta 34+80 <br />(Rt) <br />1.8 SQYD <br />Sto 55+54 <br />(Rt) <br />5.8 SQYD <br />Sto 62+68 <br />(Lt) <br />5.3 SQYD <br />124 SQYD <br />Total 12.9 SQYD <br />PLANING ASPHALT <br />CONCRETE PAVEMENT <br />Location <br />Sto 10+13 to Sto 10+38 <br />Sto 63+89 to Sto 64+14 <br />Quantity <br />178 SQYD <br />55 SQYD <br />Total 233 SQYD <br />SHOULDER BACKING <br />Location Quantity <br />Sta 10+13 to Sta 64+14 556 Ton <br />DRIVEWAY (TYPE D) <br />Location Quantity <br />15 Locations 331 SQYD <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Randolph Noriega 1 9/2015 310&J <br />DRIVEWAY (TYPE E) <br />Location Quantity <br />6 Locations 323 SQYD <br />PENETRATION TREATMENT <br />Location Quantity <br />At Peltier Road <br />Sta <br />10+13 TO <br />10+87 Lt) <br />38 SQYD <br />Sto <br />10+13 TO <br />11+34 (Rt) <br />64 SQYD <br />At KHe <br />Road <br />Sto <br />61+15 TO <br />64+14 (Lt) <br />124 SQYD <br />LLO J6fTU <br />HOT MIX ASPHALT (TYPE A) <br />Location Quantity <br />Mainline 2,124 Ton <br />Pavement Repair 2 Ton <br />Driveways Type D 66 Ton <br />Type E 25 Ton <br />SUMMARY OF QUANTITIES <br />CHECKED DATE <br />Total 2,217 Ton <br />PLACE MONUMENT <br />FRAME AND COVER <br />Location Quantity <br />Sta 36+42 1 Each <br />EARTHWORK <br />(MISCELLANEOUS AREAS) <br />Sta 10+13 to Sta 10+42 Lt 0.3 Sta <br />Sta 10+50 to Sto 13+25 Rt 2.8 Sto <br />Sta 19+00 to Sto 46+50 Lt 27.5 Sta <br />Sta 28+00 to Sto 30+00 Rt 2.0 Sta <br />Sta 33+00 to Sta 60+00 Rt 27.0 Sto <br />Sta 61+50 to Sto 62+75 Lt 1.3 Sta <br />Total 60.9 Sta <br />RAY ROAD RESURFACING <br />(Peltier Road to Kile Rd) <br />Sheet No. <br />6 of 6 <br />