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PLANING ASPHALT <br />CONCRETE PAVEMENT <br />Location <br />Mainline <br />STA <br />2.64 <br />STA <br />25.38 <br />STA <br />Sto <br />10+00 <br />to <br />Sta 10+00 <br />to <br />Sto <br />10+50 <br />138 <br />SQYD <br />Sto 78+19 <br />to <br />Sto <br />78+69 <br />303 <br />SQYD <br />Bender Road <br />to <br />Sta <br />38+81 <br />(Rt) <br />Sta <br />Sta 9+35 <br />to <br />Sta <br />9+84 <br />112 <br />SQYD <br />Sta 10+16 <br />to <br />Sta <br />10+52 <br />138 <br />SQYD <br />May Rood <br />Sta <br />Sto <br />39+56 <br />to <br />Sto <br />Sta 9+54 <br />to <br />Sta <br />9+84 <br />76 <br />SQYD <br />Sta 10+16 <br />to <br />Sto <br />10+46 <br />78 <br />SQYD <br />Sta <br />9+89 <br />(Lt & <br />Rt) <br />Total 845 <br />SQYD <br />PAVEMENT REPAIR <br />Location Quantity <br />68 Locations 801 SQYD <br />RELOCATE ROADSIDE SIGN <br />Location Quantity <br />Various Locations 12 EA <br />COUNTY OF SAN JOAQUIN No SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Ryan Yamada 12113 jjjA X f 11/21) <br />ADJUST FRAME AND COVER <br />(MONUMENT) <br />Location <br />Sta 13+00 (Section Corner on <br />Sta 39+31 (Quarter Corner on 1 EA <br />Sta 65+65 (Section Corner on 1 EA <br />Total 3 EA <br />EARTHWORK <br />(R)ADWAY WIDENING) <br />Location <br />inline <br />STA <br />2.64 <br />STA <br />25.38 <br />STA <br />Sto <br />10+00 <br />to <br />Sta <br />12+54 <br />(Lt) <br />Sta <br />Sto <br />10+00 <br />to <br />Sto <br />12+64 <br />(Rt) <br />Sta <br />Sto <br />13+43 <br />to <br />Sta <br />38+81 <br />(Rt) <br />Sta <br />Sto <br />13+46 <br />to <br />Sto <br />38+71 <br />(Lt) <br />Sta <br />Sto <br />39+47 <br />to <br />Sta <br />78+32 <br />(Lt) <br />Sta <br />Sto <br />39+56 <br />to <br />Sto <br />78+25 <br />(Rt) <br />Sta <br />Bender Road <br />(Rt) <br />16 <br />SQYD <br />Sto <br />9+35 <br />to <br />Sta <br />9+89 <br />(Lt & <br />Rt) <br />Sta <br />10+13 <br />to <br />Sta <br />10+52 <br />(Lt & <br />Rt) <br />May Rood <br />58+21 <br />(Lt) <br />(HMA Frontage) <br />28 <br />SQYD <br />Sto <br />9+54 <br />to <br />Sto <br />9+88 <br />(Lt) <br />SQYD <br />Sto <br />9+54 <br />to <br />Sto <br />9+89 <br />(Rt) <br />SQYD <br />Sto <br />10+10 <br />to <br />Sto <br />10+46 <br />(Lt & <br />Rt) <br />Total <br />Quantity <br />2.54 <br />STA <br />2.64 <br />STA <br />25.38 <br />STA <br />25.25 <br />STA <br />38.85 <br />STA <br />38.69 <br />STA <br />1.08 STA <br />0.78 STA <br />DRIVEWAY (TYPE D) <br />Location Quantity <br />Sta 24+73 (Rt) 21 SQYD <br />Sta 29+45 (Rt) 21 SQYD <br />Sta 57+74 (Lt) 11 SQYD <br />Total 53 SQYD <br />DRIVEWAY (TYPE E) <br />Location <br />Quantity <br />*Sta <br />11+12 <br />(Lt) <br />(w/HMA Frontage) <br />130 <br />SQYD <br />Sta <br />19+52 <br />(Lt) <br />17 <br />SQYD <br />Sta <br />40+10 <br />(Lt) <br />19 <br />SQYD <br />Sta <br />42+56 <br />(Lt) <br />7 <br />SQYD <br />Sta <br />45+59 <br />(Lt) <br />(w/HMA Frontage) <br />53 <br />SQYD <br />Sta <br />49+38 <br />(Lt) <br />23 <br />SQYD <br />Sta <br />51+65 <br />(Rt) <br />16 <br />SQYD <br />Sta <br />52+56 <br />(Rt) <br />13 <br />SQYD <br />Sta <br />55+56 <br />(Lt) <br />14 <br />SQYD <br />Sta <br />58+21 <br />(Lt) <br />(HMA Frontage) <br />28 <br />SQYD <br />Sta <br />59+01 <br />(Rt) <br />11 <br />SQYD <br />Sta <br />65+50 <br />(Lt) <br />21 <br />SQYD <br />Sta <br />65+56 <br />(Rt) <br />11 <br />SQYD <br />Total <br />363 <br />SQYD <br />* 8' <br />Length <br />from new EP <br />0.34 STA <br />0.35 STA QROFESS/pN9 <br />0.72 STA 4��J�p MEN; �Fy <br />; <br />No. 42581 <br />s Q <br />SHOULDER BACKING - of ck\�\� <br />Location Quantity <br />a <br />Sta 10+00 to Sta 78+69 178 TON David Mendoza <br />RCE 42581 <br />PELTIER ROAD <br />SUMMARY OF QUANTITIES (300' west of Bender Road to Lower Sacramento Road) <br />II • <br />