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REMOVE AND DISPOSE <br />ASPHALT CONCRETE DIKE <br />AREAS). <br />SHOULDER BACKING <br />Location Quantity <br />Sta 10+16 to Sta 156+21 3,483 Ton <br />Sta 79+13 to Sta 79+84 (Rt) 0.7 Sta <br />Sta 83+65 to Sta 84+07 (Lt) 0.4 Sta <br />Sto 83+82 to Sta 84+47 (Rt) 0.4 Sta DRIVEWAY IPE E� <br />I Side of access road ® Mokelumne Avenue 1.5 Sta <br />Total 3.0 $to Location Quanti <br />Sto 69+60 (Rt) 32 SQ <br />Sto 74+97 (Rt) 44 SQ <br />IMPORTED BORROW" Sta 76+50 (Rt) 31 SO <br />Sta 86+00 (Lt) 146 SQ <br />Sta 134+24 (Lt) 20 SQ <br />Location Quantity Sta 139+83 (Rt) 24 SQ <br />Sto 79+13 to Sta 79+84 (Rt) 4 CY Sta 150+07 (Lt) (AC Frontage) 142 SQ <br />Sto 83+65 to Sta 84+07 (Lt) 4 CY Sto 151+08 (Lt) (Samoha Court (Private Dwy)) 21 SQ <br />Sto 83+91 to Sta 84+30 (Rt) 9 CY Sta 153+77 (Rt) (AC Frontage) 215 SQ <br />Total 17 CY Total 675 SQ <br />CQI7NTY OF SAN JpAQUIN I No SCALE I SUMMARY OF QUANTITIES <br />Ryan Yamada � 9093 <br />PENETRATION TREATMENT <br />Location Quantity <br />Peltier Road Intersection (Northwest) <br />REMOVE AND SALVAGE <br />METAL BEAM GUARD RAILING <br />SQYD <br />Location Quantity <br />83 <br />SQYD <br />Stu 79+43 to Stu 79+81 (Rt) 38 LF <br />Sta 83+69 to Sto 83+81 (Lt) 12 LF <br />Sta 83+92 to Sta 83+94 (Rt) 2 LF <br />Total 52 LF <br />Kile Road <br />Intersection (Southeast) <br />AREAS). <br />SHOULDER BACKING <br />Location Quantity <br />Sta 10+16 to Sta 156+21 3,483 Ton <br />Sta 79+13 to Sta 79+84 (Rt) 0.7 Sta <br />Sta 83+65 to Sta 84+07 (Lt) 0.4 Sta <br />Sto 83+82 to Sta 84+47 (Rt) 0.4 Sta DRIVEWAY IPE E� <br />I Side of access road ® Mokelumne Avenue 1.5 Sta <br />Total 3.0 $to Location Quanti <br />Sto 69+60 (Rt) 32 SQ <br />Sto 74+97 (Rt) 44 SQ <br />IMPORTED BORROW" Sta 76+50 (Rt) 31 SO <br />Sta 86+00 (Lt) 146 SQ <br />Sta 134+24 (Lt) 20 SQ <br />Location Quantity Sta 139+83 (Rt) 24 SQ <br />Sto 79+13 to Sta 79+84 (Rt) 4 CY Sta 150+07 (Lt) (AC Frontage) 142 SQ <br />Sto 83+65 to Sta 84+07 (Lt) 4 CY Sto 151+08 (Lt) (Samoha Court (Private Dwy)) 21 SQ <br />Sto 83+91 to Sta 84+30 (Rt) 9 CY Sta 153+77 (Rt) (AC Frontage) 215 SQ <br />Total 17 CY Total 675 SQ <br />CQI7NTY OF SAN JpAQUIN I No SCALE I SUMMARY OF QUANTITIES <br />Ryan Yamada � 9093 <br />PENETRATION TREATMENT <br />Location Quantity <br />Sheet No. <br />15 of 1'6 <br />Peltier Road Intersection (Northwest) <br />71 <br />SQYD <br />Peltier Road Intersection (Northeast <br />83 <br />SQYD <br />Kile Road <br />Intersection (Southeast) <br />30 <br />SQYD <br />�; <br />Kile Road <br />Intersection (Southwest) <br />73 <br />SQYD <br />Kile Road <br />Intersection (Northeast) <br />35 <br />SQYD <br />Kile Road <br />Intersection (Northwest) <br />54 <br />SQYD <br />Midsection <br />Street Intersection (Southwest) <br />39 <br />SQYD <br />® <br />Midsection <br />Street Intersection (Southeast <br />51 <br />SQYD <br />C� <br />Midsection <br />Street Intersection (Northwest) <br />62 <br />SQYD <br />C� <br />Midsection <br />Street Intersection (Northeast) <br />35 <br />SQYD <br />® <br />Mokelumne <br />Avenue Intersection (Southwest) <br />77 <br />SQYD <br />Mokelumne <br />Avenue Intersection (Northwest) <br />42 <br />SQYD <br />and access road <br />Stockton Street Intersection (Southeast) <br />33 <br />SQYD <br />Sheet No. <br />15 of 1'6 <br />