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Z <br />0 <br />DUST CONTROL (NON -WORKING HOURS) <br />Location Quantity <br />Project Limits 10 EA <br />PLANING ASPHALT CONCRETE PAVEMENT <br />Location Quantity <br />Sta 10+15 to Sta 22+55 4,075 SQYD <br />PAVEMENT REPAIR <br />Location Quantity <br />6. Locations 166 SQYD <br />ADJUST FRAME AND GRATE <br />(STORM DRAIN INLET) <br />Location Quantity <br />Ste 60+92 (Rt) 1 Each <br />Ste 61+01 (Lt) 1 Each <br />Total 2 Each <br />HOT MIX ASPHALT (TYPE A) <br />Location Quantity <br />Ste 10+15 to Ste 22+55 462 TON <br />Ste 50+13 to Ste 61+10 790 TON <br />Pavement Repair 36 TON <br />Total 1,288 TON <br />�iE®$YNTHETIC PAVEMENT INTERLAYER <br />-(R VING FABRIC) <br />Location - Quantity <br />Ste 10+15 to Ste 22+55 3,583 SQY <br />COUNTY OF SAN JOAQUIN Mn <br />SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Don Rodgers 1/16 <br />MINOR CONCRETE <br />(CURB, GUTTER AND SIDEWALK) <br />Location Quantity <br />5)A !O tq2 40 501k 1 11 Lf LF <br />Ste 12+83 to Ste 12+92 (Lt) 9 LF <br />Ste 13+22 to Ste 13+31 (Rt) 9 LF <br />Ste 13+51 to Ste 13+60 (Lt) 9 LF <br />Ste 13+93 to Ste 14+11 Lt) 18 LF <br />Ste 14+NZ?o Ste 14+i6 Rt) 143 Y LF <br />Ste 14+60 to Ste 14+66 (Lt) 6 LF <br />Ste 14+90 to Ste 14+96 (Lt) 6 LF <br />Ste 17+93 to Ste 17+96 (Rt) 3 LF <br />Ste 18+07 to Ste 18+37 (Rt) 30 LF <br />Ste 18+07 to Ste 18+25 (Lt) 18 LF <br />Ste 18+38 to Ste 18+41 (Lt) 3 LF <br />Ste 18+51 to Ste 18+54 (Rt) 3 LF <br />Ste 18+64 to Ste 18+67 (Rt) 3 LF <br />Ste 18+70 to Ste 18+73 (Lt) 3 LF <br />Ste 18+86 to Ste 19+16 (Lt) 30 LF <br />Ste 19+56 to Ste 19+59 (Rt) 3 LF <br />Ste 19+62 to Ste 19+74 (Lt) 12 LF <br />Ste 19+83 to Ste 19+86 (Rt) 3 LF <br />Ste 20+36 to Ste 20+44 (Lt) 8 LF <br />Ste 21+46 to Ste 21+49 (Rt) 3 LF <br />Ste 21+78 to Ste 21+81 (Rt) 3 LF <br />Ste 22+08 to Ste 22+20 (Rt) 12 LF <br />Ste 50+92 to Ste 51+04 (Rt) 12 LF <br />Ste 52+01 to Ste 52+16 (Rt) 15 LF <br />Ste 53+92 to Ste 53+95 (Rt) 3 LF <br />Ste 54+50 to Ste 54+53 (Lt) 3 LF <br />Ste 54+67 to Ste 54+73 (Lt) 6 LF <br />Ste 57+04 to Ste 57+16 (Lt) 12 LF <br />Ste 57+61 to Ste 57+97 (Rt) 36 LF <br />Ste 59+88 to Ste 59+94 (Rt) 6 LF <br />Ste 60+05 to Ste 60+14 (Rt) 9 LF <br />Ste 60+90 to Ste 61+11 (Lt) ADA Ramp 33 LF <br />Ste 60+92 to Ste 60+98 (Rt) ADA Ramp 30 LF <br />Total'(''";Z66 LF <br />E~ <br />IES <br />CHECKED <br />DATE <br />DETECTABLE WARNING SURFACE <br />Location <br />Quantity <br />Ste 10+24 <br />(19' <br />Lt) <br />1 EA <br />Ste 10+41 <br />(36' <br />Rt) <br />1 EA <br />Ste 50+29 <br />(25' <br />Lt) <br />1 EA <br />Ste 50+30 <br />(27' <br />Rt) <br />1 EA <br />Ste 61+07 <br />(35' <br />Lt) <br />Ste 60+97 <br />(39' <br />Rt) <br />Total 4 EA <br />* Paid under <br />Minor <br />Concrete <br />(Curb, Gutter and <br />Sidewalk) <br />CALHOUN WAY IMPROVEMENTS sheet No. <br />Belmont Place to Alexandria Place; Harrisburg Place to Leesburg Place 9 of 10 <br />