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m <br />DUST CONTROL <br />(NON -WORKING HOURS) <br />Location Quantity <br />Project Limits 24 Each - <br />ADJUST FRAME AND COVER <br />Location Quantity <br />Princeton Avenue <br />Sto 10+05 (15' Lt) (Storm Drain MH) 1 Each <br />Sto 11+61 (18' Lt) (Storm Drain MH) 1 Each <br />Sta 19+60 (18' Lt) (Storm Drain MH) 1 Each <br />Sto 26+05--(22' Rt) rrr exam vUalEne+I <br />Total 3 4. Each <br />RETROFIT CURB RAMP <br />DETECTABLE WARNING SURFACE <br />Location Quantity <br />Princeton Avenue <br />Sta 26+10 (Lt) 1 Each <br />Total 1 Each <br />ROADWAY EXCAVATION <br />Location <br />Avenue <br />Quantity <br />Inman Avenue <br />Sta <br />10+04 to <br />Sta <br />19+56 <br />Sta 10+04 to <br />Sta <br />19+56 <br />1,424 <br />CY <br />Sto 19+84 to <br />Sta <br />26+13 <br />929 <br />CY <br />Princeton Avenue <br />19+64 <br />Sta <br />19+92 to <br />Sto 10+04 to <br />Sto <br />19+64 <br />1,466 <br />CY <br />Sto 19+92 to <br />Sta <br />26+18 <br />954 <br />CY <br />12+13 <br />(Lt) <br />Total <br />41773 <br />CY <br />COUNTY OF SAN JOAQUIN N® SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Ryarn, Yamada 5 l3 �Uzil ia.(.-.. 51q//3 <br />MAINTAIN EXISTING LAWN (SOD) <br />Locations within Cu <br />replacement areas. <br />Inman Avenue <br />Various Locations <br />Princeton Avenue <br />Various Locations <br />Quantity <br />Gutter and Sidewalk <br />25 SQYD <br />33 SQYD <br />Total 58 SQYD <br />Con ctc +vy a; n .M I M�j n by <br />S e 4 a n,% a+ no Glc M ;cr^q l Co g -t"- <br />CLASS 2 AGGREGATE BASE <br />Location <br />Inmon <br />Avenue <br />Sta <br />10+04 to <br />Sta <br />19+56 <br />Sta <br />19+84 to <br />Sta <br />26+13 <br />Princeton Avenue <br />10+29 <br />to <br />Sta <br />Sta <br />10+04 to <br />Sta <br />19+64 <br />Sta <br />19+92 to <br />Sta <br />26+18 <br />Quantity <br />821 CY <br />545 CY <br />843 CY <br />548 CY <br />Total 2,757 CY <br />ASPHALT CONCRETE (TYPE B) <br />Location Quantity <br />Inman Avenue <br />Sta 10+04 to Sta 19+56 513 Ton <br />Sta 19+84 to Sto 26+13 341 Ton <br />Princeton Avenue <br />Sta 10+04 to Sta 19+64- 527 Ton <br />Sta 19+92 to Sta 26+18 342 Ton <br />Total 1,723 Ton <br />MINOR CONCRETE <br />B, GUTTER AND SIDEWALK) <br />COL <br />-- <br />cation <br />Quantity <br />Inman <br />Avenue <br />Sta <br />10+29 <br />to <br />Sta <br />10+52 <br />(Rt) <br />23 <br />LF <br />Sta <br />10+30 <br />to <br />Sta <br />10+66 <br />(Lt) <br />36 <br />LF <br />Sta <br />11+93 <br />to <br />Sta <br />12+13 <br />(Lt) <br />20 <br />LF <br />Sta <br />12+64 <br />to <br />Sta <br />12+72 <br />(Lt) <br />8 <br />LF <br />Sta <br />13+45 <br />to <br />Sta <br />13+57 <br />(Lt) <br />12 <br />LF <br />Sta <br />14+40 <br />to <br />Sta <br />14+44 <br />(Lt) <br />4 <br />LF <br />Sta <br />15+16 <br />to <br />Sta <br />15+36 <br />(Lt) <br />20 <br />LF <br />Sta <br />15+56 <br />to <br />Sta <br />15+68 <br />(Lt) <br />12 <br />LF <br />Sta <br />15+97 <br />to <br />Sta <br />16+21 <br />(Lt) <br />24 <br />LF <br />Sta <br />16+04 <br />to <br />Sta <br />16+37 <br />(Rt) <br />33 <br />LF <br />Sta <br />16+68 <br />to <br />Sta <br />16+74 <br />(Rt) <br />6 <br />LF <br />Sta <br />17+12 <br />to <br />Sta <br />17+24 <br />(Lt) <br />12 <br />LF <br />Sta <br />17+36 <br />to <br />Sta <br />17+73 <br />(Rt) <br />37 <br />LF <br />Sta <br />17+45 <br />to <br />Sta <br />17+61 <br />(Lt) <br />16 <br />LF <br />Sta <br />18+32 <br />to <br />Sta <br />18+44 <br />(Rt) <br />12 <br />LF <br />Sta <br />18+72 <br />to <br />Sto <br />19+04 <br />(Rt) <br />32 <br />LF <br />Sta <br />18+85 <br />to <br />Sto <br />18+97 <br />(Lt) <br />12 <br />LF <br />Sta <br />19+08 <br />to <br />Sto <br />19+12 <br />(Lt) <br />4 <br />LF <br />Sta <br />20+76 <br />to <br />Sto <br />20+80 <br />(Rt) <br />4 <br />LF <br />Sta <br />20+79 <br />to <br />Sta <br />20+83 <br />(Lt) <br />4 <br />LF <br />Sta <br />21+27 <br />to <br />Sto <br />21+40 <br />(Rt) <br />13 <br />LF <br />Sta <br />21+40 <br />to <br />Sta <br />21+48 <br />(Lt) <br />8 <br />LF <br />Sta <br />22+69 <br />to <br />Sta <br />22+99 <br />(Rt) <br />30 <br />LF <br />Sta <br />23+72 <br />to <br />Sta <br />23+84 <br />(Rt) <br />12 <br />LF <br />Sta <br />24+56 <br />to <br />Sta <br />24+74 <br />(Lt) <br />18 <br />LF <br />Sta <br />24+97 <br />to <br />Sta <br />25+05 <br />(Lt) <br />8 <br />LF <br />Sta <br />25+00 <br />to <br />Sta <br />25+04 <br />(Rt) <br />4 <br />LF <br />Sta <br />25+35 <br />to <br />Sta <br />25+39 <br />(Lt) <br />4 <br />LF <br />Sta <br />25+81 <br />to <br />Sta <br />25+90 <br />(Lt) <br />9 <br />LF <br />Princeton Avenue <br />Sta <br />10+20 <br />to <br />Sta <br />10+47 <br />(Lt) <br />27 <br />LF <br />Sta <br />10+40 <br />to <br />Sta <br />10+59 <br />(Rt) <br />19 <br />LF <br />Sta <br />10+74 <br />to <br />Sta <br />10+81 <br />(Rt) <br />7 <br />LF <br />Sta <br />11+11 <br />to <br />Sta <br />11+21 <br />(Rt) <br />10 <br />LF <br />Sta <br />11+51 <br />Sta <br />11+92 <br />(Lt) <br />37 <br />LF <br />Sta <br />12+07 <br />to <br />Sta <br />12+24 <br />(Lt) <br />17 <br />LF <br />Sta <br />12+38- <br />r. <br />to <br />Sta <br />12+44 <br />(Rt) <br />8 <br />LF <br />Continued on <br />next sheet <br />SUMMARY OF QUANTITIES I WEST COUNTRY CLUB RECONSTRUCTION, PHASE 6 I Sheet No. <br />(Inman Avenue and Princeton Avenue: Kirk Avenue to Ryde Avenue) 11 of 12 <br />CHECKED <br />DACE <br />