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Conform to back of Sidewalk <br />(Expansion Joint) Expansion Joint at midpoint <br />if width exceeds 12' <br />New CG&S a Various Width See Minor Concrete <br />° (Driveway) Summary of Quantities <br />Phis sheet <br />4" PCC with 6" x 6"— <br />W 1.4'x W 1.4' welded Existing Driveway Length <br />� Conform to Existing Driveway <br />wire fabric over <br />4" (Min) class IV ASB. (Expansion Joint) <br />Note: Place 5/8" Dia x 24" long steel dowels greased and wrapped <br />one side through all expansion joints at 36" Max intervals <br />TYPICAL DRIVEWAY DETAIL <br />RESET ROADSIDE SIGN <br />Location Quantity (EA) <br />10+42 (Lt) 1 <br />Total 1 <br />PEDESTRIAN BARRICADE <br />Location Quantity (EA) <br />10+34 (Lt) 1 <br />Total 1 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />Jonathan Curry 05/17 <br />SUBGRADE ENHANCEMENT GEOTEXTILE (CLASS B2) <br />Location Quantity (SQYD) <br />Sto 10+14 to Sta 19+71 3,106 <br />Sta 19+92 to Sta 28+54 2,841 <br />Total 5,947 <br />No SCALE CONSTRUCTION DETAILS AND WEST COUNTRY CLUB RECONSTRUCTION, PHASE 8 Sheet No. <br />SUMMARY OF QUANTITIES (Princeton Avenue: Wisconsin Avenue to Kirk Avenue) 10 of 11 <br />DATE CHECKED DATE <br />MINOR CONCRETE <br />0a, <br />=a C Go <br />M <br />Width <br />Length <br />m� <br />Sta <br />10+64 <br />to <br />Cr <br />10+67 <br />�o <br />Walkway <br />10 <br />3 <br />3 <br />Sta <br />s <br />�A <br />Sta <br />11+35 <br />INV <br />Driveway <br />SUBGRADE ENHANCEMENT GEOTEXTILE (CLASS B2) <br />Location Quantity (SQYD) <br />Sto 10+14 to Sta 19+71 3,106 <br />Sta 19+92 to Sta 28+54 2,841 <br />Total 5,947 <br />No SCALE CONSTRUCTION DETAILS AND WEST COUNTRY CLUB RECONSTRUCTION, PHASE 8 Sheet No. <br />SUMMARY OF QUANTITIES (Princeton Avenue: Wisconsin Avenue to Kirk Avenue) 10 of 11 <br />DATE CHECKED DATE <br />MINOR CONCRETE <br />(DRIVEWAY) <br />Location <br />Width <br />Length <br />Quantity (SQYD) <br />Sta <br />10+64 <br />to <br />Sto <br />10+67 <br />(Rt) <br />Walkway <br />10 <br />3 <br />3 <br />Sta <br />11+15 <br />to <br />Sta <br />11+35 <br />(Rt) <br />Driveway <br />6 <br />20 <br />13 <br />Sto <br />11+37 <br />to <br />Sta <br />11+49 <br />(Rt) <br />Driveway <br />10 <br />12 <br />13 <br />Sto <br />12+17 <br />to <br />Sta <br />12+39 <br />(Rt) <br />Driveway <br />10 <br />22 <br />24 <br />Sta <br />12+85 <br />to <br />Sta <br />12+94 <br />(Rt) <br />Driveway <br />10 <br />9 <br />10 <br />Sta <br />13+56 <br />to <br />Sta <br />13+66 <br />(Rt) <br />Driveway <br />2 <br />10 <br />2 <br />Sta <br />14+25 <br />to <br />Sta <br />14+43 <br />(Rt) <br />Driveway <br />3 <br />18 <br />6 <br />Sta <br />14+82 <br />to <br />Sta <br />14+85 <br />(Rt) <br />Walkway <br />7 <br />3 <br />2 <br />Sta <br />15+19 <br />to <br />Sta <br />15+31 <br />(Rt) <br />Driveway <br />6 <br />12 <br />8 <br />Sta <br />15+83 <br />to <br />Sto <br />15+86 <br />(Lt) <br />Walkway <br />9 <br />3 <br />3 <br />Sta <br />15+86 <br />to <br />Sta <br />16+03 <br />(Lt) <br />Driveway <br />9 <br />17 <br />17 <br />Sta <br />15+92 <br />to <br />Sta <br />16+06 <br />(Rt) <br />Driveway <br />10 <br />14 <br />16 <br />Sta <br />16+14 <br />to <br />Sta <br />16+26 <br />(Rt) <br />Driveway <br />9 <br />12 <br />12 <br />Sta <br />16+38 <br />to <br />Sta <br />16+52 <br />(Lt) <br />Driveway <br />6 <br />14 <br />9 <br />Sto <br />16+38 <br />to <br />Sta <br />16+41 <br />(Rt) <br />Walkway <br />10 <br />3 <br />3 <br />Sta <br />16+54 <br />to <br />Sta <br />16+80 <br />(Rt) <br />Driveway <br />6 <br />26 <br />17 <br />Sta <br />16+88 <br />to <br />Sta <br />17+08 <br />(Lt) <br />Driveway <br />4 <br />20 <br />9 <br />Sta <br />17+28 <br />to <br />Sta <br />17+48 <br />(Rt) <br />Driveway <br />10 <br />20 <br />22 <br />Sta <br />17+50 <br />to <br />Sto <br />17+63(Rt) <br />Driveway <br />10 <br />13 <br />14 <br />Sta <br />18+04 <br />to <br />Sta <br />18+16 <br />Rt <br />Driveway <br />10 <br />12 <br />13 <br />Sta <br />18+38 <br />to <br />Sta <br />18+50 <br />(Rt) <br />Driveway <br />9 <br />12 <br />12 <br />Sta <br />18+85 <br />to <br />Sta <br />18+88 <br />(Rt) <br />Walkway <br />10 <br />3 <br />3 <br />Sta <br />21+57 <br />to <br />Sta <br />21+67 <br />(Lt) <br />Driveway <br />2 <br />10 <br />2 <br />Sta <br />22+56 <br />to <br />Sta <br />22+69 <br />(Rt) <br />Driveway <br />3 <br />13 <br />4 <br />Sta <br />23+25 <br />to <br />Sta <br />23+39 <br />(Rt) <br />Driveway <br />5 <br />14 <br />8 <br />Sta <br />23+47 <br />to <br />Sta <br />23+60 <br />(Rt) <br />Driveway <br />4 <br />13 <br />6 <br />Sto <br />25+14 <br />to <br />Sta <br />25+24 <br />(Rt) <br />Driveway <br />7 <br />10 <br />8 <br />Sta <br />25+52 <br />to <br />Sta <br />25+56 <br />(Rt) <br />Walkway <br />10 <br />4 <br />4 <br />Sta <br />25+74 <br />to <br />Sta <br />26+00 <br />(Rt) <br />Driveway <br />10 <br />26 <br />29 <br />Sta <br />27+37 <br />to <br />Sta <br />27+53 <br />(Rt) <br />Driveway <br />3 <br />16 <br />5 <br />Sta <br />27+77 <br />to <br />Sto <br />27+88 <br />(Rt) <br />Walkway <br />4 <br />11 <br />5 <br />302 <br />SUBGRADE ENHANCEMENT GEOTEXTILE (CLASS B2) <br />Location Quantity (SQYD) <br />Sto 10+14 to Sta 19+71 3,106 <br />Sta 19+92 to Sta 28+54 2,841 <br />Total 5,947 <br />No SCALE CONSTRUCTION DETAILS AND WEST COUNTRY CLUB RECONSTRUCTION, PHASE 8 Sheet No. <br />SUMMARY OF QUANTITIES (Princeton Avenue: Wisconsin Avenue to Kirk Avenue) 10 of 11 <br />DATE CHECKED DATE <br />