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CLEANING EXISTING DRAINAGE FACILITIES <br />Location <br />Location <br />Quantity <br />Cherryland Avenue Conform (Beginning) <br />Quantity <br />Leonardini <br />Rod <br />61 <br />SQYD <br />CCTC Rail Road Conform (West) <br />SQYD <br />Sta <br />20+26 <br />?19 <br />Rt) <br />Driveway <br />Pipe <br />Sta <br />21+39 <br />(19' <br />Rt) <br />Driveway <br />Pipe <br />Sta <br />22+13 <br />(18' <br />Rt) <br />Driveway <br />Pipe <br />Sta <br />23+47 <br />(17' <br />Rt) <br />Driveway <br />Pipe <br />Sta <br />34+23 <br />(17' <br />Rt) <br />Driveway <br />Pipe <br />Sta <br />34+92 <br />(16' <br />Rt) <br />Driveway <br />Pipe <br />Sta <br />35+62 <br />(17' <br />Rt) <br />Driveway <br />Pipe <br />Sta <br />37+35 <br />(16' <br />Rt) <br />Driveway <br />Pipe <br />Sta <br />37+69 <br />(15' <br />Rt) <br />Driveway <br />Pipe <br />Sta <br />38+83 <br />(16' <br />Rt) <br />Driveway <br />Pipe <br />Sta <br />40+44 <br />(21' <br />Rt) <br />Driveway <br />Pipe <br />Sta <br />41+25 <br />(21' <br />Rt) <br />Driveway <br />Pipe <br />Sta <br />41+59 <br />(21' <br />Rt) <br />Driveway <br />Pipe <br />Sta <br />41+94 <br />(21' <br />Rt) <br />Driveway <br />Pipe <br />Sta <br />42+92 <br />(20' <br />Rt) <br />Driveway <br />Pipe <br />Sta <br />43+22 <br />(21' <br />Rt) <br />Driveway <br />Pipe <br />Suburban Street <br />Sto <br />10+43 <br />Cross <br />Drain <br />Virgil <br />Street <br />Sta <br />10+25 <br />Cross <br />Drain <br />Horner Street <br />Sta <br />10+39 <br />Cross <br />Drain <br />LUMP SUM <br />PLANING ASPHALT CONCRETE PAVEMENT <br />Location <br />Quantity <br />Cherryland Avenue Conform (Beginning) <br />SQYD <br />Leonardini/Suburban (SE corner) <br />Sta 10+47 to Sta 10+72 <br />61 <br />SQYD <br />CCTC Rail Road Conform (West) <br />SQYD <br />Leonardini/Virgil (SE corner) <br />Sta 30+83 to Sta 31 +03 <br />49 <br />SQYD <br />CCTC Rail Road Conform (East) <br />SQYD <br />Leonardini/Homer (SE corner) <br />Sta 31 +12 to Sto 31 +32 <br />49 <br />SQYD <br />Suburban Road Conform (South) <br />SQYD <br />Leonardini/Lagorio (SW corner) <br />Sta 9+39 to Sta 9+64 <br />61 <br />SQYD <br />Virgil Street Conform (South) <br />SQYD <br />Sta 9+39 to Sta 9+64 <br />61 <br />SQYD <br />Homer Street Conform (South) <br />Sta 9+39 to Sta 9+64 <br />61 <br />SQYD <br />Lagorio Road ConformEnd of Project) <br />Sta 66+77 to Sta 67+ 2 <br />311 <br />SQYD <br />Tota 1653 <br />SQYD <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />T. Callahan 11/111 wv.,. G.-� IVII <br />ADJUST FRAME AND COVER <br />Intersections Quantity <br />Sta 33+23 (12't Lt) 1 Each <br />Total 1 Each <br />SHOULDER BACKING <br />Location Quantity <br />Sta 10+47 to Sta 67+02 448 Tons <br />DRIVEWAYS TYPE D <br />Location Quantity <br />23 Locations 202 SQYD <br />DRIVEWAYS TYPE E <br />Location Quantity <br />27 Locations Including 3 Paved Frontages 630' SQYD <br />PENETRATION TREATMENT <br />Location <br />Quantity <br />Leonardini/Suburban (SW corner) <br />32 <br />SQYD <br />Leonardini/Suburban (SE corner) <br />35 <br />SQYD <br />Leonardini/Virgil. (SW corner) <br />29 <br />SQYD <br />Leonardini/Virgil (SE corner) <br />32 <br />SQYD <br />Leonardini/Homer (SW corner) <br />34 <br />SQYD <br />Leonardini/Homer (SE corner) <br />35 <br />SQYD <br />Leonardini/Lagorio (NW corner) <br />36 <br />SQYD <br />Leonardini/Lagorio (SW corner) <br />45 <br />SQYD <br />Total <br />277 <br />SQYD <br />ASPHALT CONCRETE <br />(TYPE B) <br />Location Quantity <br />Mainline Resurfacing <br />Sta 10+47 to Sta 67+02 <br />Intersections <br />4 Locations Throughout Project <br />(See Plans) <br />Driveways (Types D & E) <br />(Including Paved Frontages) <br />NO SCALE <br />'CHECKED DATE <br />It/2-7, <br />c�i7i <br />1,323 Tons <br />29 Tons <br />46 Tons <br />Total 1,398 Tons <br />SUMMARY OF QUANTITIES <br />ASPHALT CONCRETE <br />(TYPE B) (LEVELING) <br />Location Quantity <br />Sto 10+72 to .Sta 66+77 886 Tons <br />PAVEMENT REINFORCING FABRIC <br />Location Quantity <br />Sta 10+72 to Sta 30+83 20 4,468 SQYD <br />Sta 31+32 to Sta 66+77 18' 7,089 SQYD <br />Total 11,557 SQYD <br />12" DIA REINFORCED CONCRETE PIPE <br />Location Quantity <br />Cross Drain Sta. 66+70 40 LF <br />12" DIA CORRUGATED STEEL PIPE <br />Intersections Quantity <br />Leonardini Road Suburban Road 100 LF <br />MODIFIED 18" DIA STORM DRAIN INLET <br />Location Quantity <br />Cross Drain Sta 33+31 16 t Lt, 2 Each <br />24't Rt) <br />MODIFIED 24" DIA STORM DRAIN INLET <br />Location Quantity <br />Sta 33+31 (20't Rt) 1 Each <br />Total 1 Each <br />18" DIA FRAME & GRATE <br />Location Quantity <br />Cross Drain Sta 33+31 16 t Lt, 2 Each <br />24'f Rt) <br />FRAME AND COVER (TYPE 1) <br />Location Quantity <br />Sta 33+31 (20'f Rt) 1 Each <br />Total 1 Each <br />EONARDINI ROAD RESURFACING I Sheet No. <br />Cherryland Avenue to Lagorio Road) 7 of 7 <br />