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DUST CONTROL <br />(NON -WORKING HOURS) <br />Location <br />Project Limits 20 Each <br />ADJUST FRAME AND COVER <br />Location Quantity <br />Sta 5+11 (5' Rt) (Sanitary Sewer MH) 1 Each <br />ROADSIDE SIGN <br />QUantlty <br />Sta 9+69 (1T Rt) (Stop/Neighborhood Watch) 1 Each <br />Sta 9+76 (16° Lt) (Street/Neighborhood Watch) 1 Each <br />Total 2 Each <br />ROADWAY EXCAVATION <br />Location Quantity <br />Sta 5+10 to Sta 9+85 451 CY <br />EARTHWORK (MISCELLANEOUS AREAS) <br />Location Quantity <br />Sta <br />4+75 <br />to <br />Sta <br />8+96 <br />(Lt) <br />4.21 <br />Sta <br />Sta <br />5+10 <br />to <br />Sta <br />9+85 <br />(Rt) <br />4.75 <br />Sta <br />Total 8.96 Sta <br />--• M <br />Ryan Yamada® ,a R, If r, G <br />SHOULDER BACKING <br />Location <br />Sta 5+10 to Sta 9+85 <br />42 Ton <br />DRIVEWAY (TYPE D) <br />Location Quantity <br />Sta 5+16 (Lt) 31 SQYD <br />Sta 5+89 (Rt) 29 SQYD <br />Sta 6+07 (Lt) 21 SQYD <br />Sto 6+77 (Rt) 26 SQYD <br />Sta 7+17 (Lt) 24 SQYD <br />Total 131 SQYD <br />CLASS 2 AGGREGATE BASE <br />Location <br />Sta 5+10 to Sta 9+85 <br />PENETRATION TREATMENT <br />Location <br />291 CY <br />Southwest Quadrant Wright Ave ®Alvarado Ave 28 SQYD <br />SUMMARY OF QUANTITIES <br />Y8 �y►7:l'���7 <br />ASPHALT CONCRETE (TYPE A) <br />Location Quantity <br />Mainline 267 Ton <br />Driveways 26 Ton <br />Intersection (@ Alvarado Avenue) 23 Ton <br />AC (Miscellaneous Areas) 6 Ton <br />Total 322 Ton <br />12" DIA. REINFORCED CONCRETE <br />PIPE (CLASS III) <br />Location <br />Quantity <br />Sta 9+77 (21' <br />Lt) to Sta 9+77 <br />(5' <br />Lt) <br />16 <br />LF <br />Sta 9+77 (5' <br />Lt) to Sto 9+77 <br />(29' <br />Rt) <br />34 <br />LF <br />Total <br />50 <br />LF <br />18" DIA. REINFORCED CONCRETE <br />PIPE (CLASS III) <br />Sta 9+77 (5' Lt) to Sta 9+95 (5° Lt) 18 LF <br />18" D1A. STORM DRAIN INLET <br />Location Quantity <br />Sta 9+77 (21Lt) 1 Each <br />Sta 9+77 (29' Rt) 1 Each <br />Total 2 Each <br />Sheet No, <br />7 a1 8 <br />