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ox <br />M <br />rri <br />z <br />z <br />0 <br />ASPHALT CONCRETE (TYPE B <br />Location <br />Quantity <br />Guernsey Avenue: <br />Quantity <br />Mainline Resurfacing: <br />Sta 10+35 to, Sta 20+92 <br />2,819 <br />SY <br />Empire Street: <br />Quantity <br />Guernsey <br />Sta 10+25 to Sta 28+55 <br />3,660 <br />Sta 10+15 to <br />Sta <br />23+77 <br />633 <br />Tons <br />Guernsey Avenue: <br />SY <br />11+31 <br />Total 9,325 <br />SY <br />Sta 10+35 to <br />Sta <br />20+92 <br />411 <br />Tons <br />Jersey Street: <br />(Rt) <br />8 <br />LF <br />Sta <br />Sta 10+15 to <br />Sta <br />13+95 <br />190 <br />Tons <br />Marfargoa Drive: <br />LF <br />Sta <br />20+56 <br />to <br />Sta 10+70 to <br />Sta <br />46+90 <br />871 <br />Tons <br />Orford Road: <br />Sta 10+25 to <br />Sta <br />28+55 <br />700 <br />Tons <br />Porter Way: <br />11+00 <br />(Lt) <br />8 <br />LF <br />Sta 10+12 to <br />Sta <br />22+90 <br />478 <br />Tons <br />Porter Way: <br />4 <br />LF <br />Sta <br />11 +54 <br />Sta 23+10 to <br />Sta <br />24+50 <br />58 <br />Tons <br />Section Avenue: <br />Sta <br />12+71 <br />to <br />Sta <br />Sta 10+52 to <br />Sta <br />24+75 <br />499 <br />Tons <br />Stewart Street: <br />Sta 7+60 to <br />Sta <br />14+45 <br />331 <br />Tons <br />Webb Street: <br />(Lt) <br />33 <br />LF <br />Sta <br />Sto 4+22 to <br />Transitions: <br />Sta <br />14+47 <br />486 <br />Tons <br />Guernsey Avenue: <br />LF <br />Sta <br />18+32 <br />Sta 10+21 to <br />Sta <br />10+35 <br />13 <br />Tons <br />Sta 20+92 to <br />Sta <br />21 +02 <br />3 <br />Tons <br />Marfargoa Drive: <br />(Lt) <br />20 <br />LF <br />Sta <br />Sta 10+20 to <br />Sta <br />10+70 <br />27 <br />Tons <br />Sta 46+90 to <br />Sta <br />47+09 <br />5 <br />Tons <br />Orford Road: <br />20+44 <br />(Rt) <br />6 <br />LF <br />Sta 9+70 to <br />Sta <br />10+25 <br />16 <br />Tons <br />Sta 28+55 to <br />Sta <br />28+95 <br />15 <br />Tons <br />Section Avenue: <br />Sta <br />21+17 <br />(Rt) <br />33 <br />Sta 10+12 to <br />Sto <br />10+52 <br />12 <br />Tons <br />Sta 24+75 to <br />Intersections: <br />Sta <br />25+02 <br />6 <br />Tons <br />Guernsey Avenue: <br />to <br />Sta <br />22+17 <br />Sto 9+60 to <br />Sto <br />9+70 (White Owl <br />Lane) 4 <br />Tons <br />Sta 9+60 to <br />Driveway <br />Sta <br />9+70 (Grey Fox <br />Place) 4 <br />Tons <br />Type D — 23 <br />Locations <br />60 <br />Tons <br />Type E — 90 <br />Miscellaneous Areas: <br />Locations <br />140 <br />Tons <br />Paved Shoulders <br />Sta <br />23+71 <br />to <br />Sta <br />17 Locations <br />throughout project <br />79 <br />Tons <br />Pavement Repair: <br />23+76 <br />to <br />Sta <br />12 Locations throughout project 23 Tons <br />Total 5,063 Tons <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE <br />_JC 6/11 <br />NGINEER I DATE <br />ASPHALT CONCRETE TYPE B LEVELING <br />Location Quantity <br />Marfargoa Drive: <br />Sta 10+70 to Sta 47+09 734 Tons <br />Total 734 Tons <br />PLACE ASPHALT CONCRETE <br />(MISCELLANEOUS AREAS) <br />Location Quantity <br />Marfargoa Drive: Paved Shoulder Areas <br />17 Locations throughout project 302 SY <br />Total 302 SY <br />PAVEMENT REINFORCING FABRIC <br />Location <br />Quantity <br />Guernsey Avenue: <br />SIDEWALK <br />Location <br />Sta 10+35 to, Sta 20+92 <br />2,819 <br />SY <br />Orford Road: <br />Quantity <br />Guernsey <br />Sta 10+25 to Sta 28+55 <br />3,660 <br />SY <br />Section Avenue: <br />Sto <br />Sta 10+52 to Sta 24+75 <br />2,846 <br />SY <br />11+31 <br />Total 9,325 <br />SY <br />MINOR CONCRETE <br />UURB, <br />GUTTER & <br />SIDEWALK <br />Location <br />Quantity <br />Guernsey <br />Avenue: <br />Sto <br />11+19 <br />to <br />Sta <br />11+31 <br />(Lt) <br />12 <br />LF <br />Sta <br />12+19 <br />to <br />Sta <br />12+27 <br />(Rt) <br />8 <br />LF <br />Sta <br />19+72 <br />to <br />Sta <br />19+84 <br />(Lt) <br />12 <br />LF <br />Sta <br />20+56 <br />to <br />Sta <br />20+68 <br />(Lt) <br />12 <br />LF <br />Jersey Street: <br />Sta <br />10+92 <br />to <br />Sta <br />11+00 <br />(Lt) <br />8 <br />LF <br />Sta <br />11 +51 <br />to <br />Sta <br />11+55 <br />(Lt) <br />4 <br />LF <br />Sta <br />11 +54 <br />to <br />Sta <br />11+62 <br />(Rt) <br />8 <br />LF <br />Sta <br />12+71 <br />to <br />Sta <br />12+91 <br />(Rt) <br />20 <br />LF <br />Porter Way: <br />Sta <br />16+65 <br />to <br />Sta <br />16+98 <br />(Lt) <br />33 <br />LF <br />Sta <br />17+52 <br />to <br />Sta <br />17+97 <br />(Lt) <br />45 <br />LF <br />Sta <br />18+32 <br />to <br />Sta <br />18+47 <br />(Lt) <br />15 <br />LF <br />Sta <br />18+65 <br />to <br />Sta <br />18+85 <br />(Lt) <br />20 <br />LF <br />Sta <br />19+43 <br />to <br />Sta <br />19+83 <br />(Rt) <br />40 <br />LF <br />Sta <br />20+38 <br />to <br />Sta <br />20+44 <br />(Rt) <br />6 <br />LF <br />Sta <br />20+62 <br />to <br />Sta <br />20+65 <br />(Rt) <br />3 <br />LF <br />Sta <br />20+84 <br />to <br />Sta <br />21+17 <br />(Rt) <br />33 <br />LF <br />Sta <br />21+63 <br />to <br />Sta <br />21+69 <br />(Rt) <br />6 <br />LF <br />Sta <br />22+02 <br />to <br />Sta <br />22+17 <br />(Rt) <br />15 <br />LF <br />Sta <br />22+35 <br />to <br />Sta <br />22+38 <br />(Rt) <br />3 <br />LF <br />Sta <br />22+47 <br />to <br />Sta <br />22+67 <br />(1 +) <br />20 <br />LF <br />Sta <br />23+71 <br />to <br />Sta <br />23+88 <br />(Lt) <br />17 <br />LF <br />Sta <br />23+76 <br />to <br />Sta <br />23+96 <br />(Rt) <br />20 <br />LF <br />Sto <br />24+12 <br />to <br />Sta <br />24+51 <br />(Rt) <br />39 <br />LF <br />Stewart <br />Street: <br />Sta <br />10+60 <br />to <br />Sta <br />10+72 <br />(Lt) <br />12 <br />LF <br />Sta <br />10+57 <br />to <br />Sto <br />10+90 <br />(Rt) <br />33 <br />LF <br />Sta <br />11+28 <br />to <br />Sta <br />11+40 <br />(Lt) <br />12 <br />LF <br />Sta <br />11+77 <br />to <br />Sta <br />11+81 <br />(Lt) <br />4 <br />LF <br />Sta <br />12+49 <br />to <br />Sta <br />12+59 <br />(Lt) <br />10 <br />LF <br />Webb <br />Street: <br />Sta <br />5+51 to <br />Sta <br />5+56 (Lt) <br />5 <br />LF <br />Sta <br />9+12 to <br />Sta <br />9+22 (Rt) <br />10 <br />LF <br />Sta <br />10+76 <br />to <br />Sto <br />10+83 <br />(Rt) <br />7 <br />LF <br />Sta <br />11+00 <br />to <br />Sta <br />11+12 <br />(Lt) <br />12 <br />LF <br />Total <br />504 <br />LF <br />PAVEMENT REINFORCING MESH <br />Location Quantity <br />Marfargoa Drive: <br />Sta 12+50 to Sto 46+70 7,962 SY <br />Total 7,962 SY <br />NO SCALE I SUMMARY OF QUANTITIES I ROAD DISTRICT 2 RESURFACING 2011 <br />CHECKED DATE <br />6//V <br />Sheet No. <br />11 of 11 <br />