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ADJUST FRAME AND COVER (STORM DRAIN MAINTENANCE HOLE) Location Quantity (EA) Sta 14+43 (18' Rt) 1 Sto 19+62 (18' Rt) 1 Total 2 ADJUST FRAME AND GRATE (STORM DRAIN INLET) I Location Quantity (EA) ROADWAY EXCAVATION Location Sta 10+14 to Sta 19+71 Sto 19+92 to Sta 28+54 CLASS 2 AGGREGATE BASE Location Quantity (TON) Sto 10+14 to Sta 19+71 1,319 Sta 19+92 to Sta 28+54 1,207 Total 2,526 COUNTY OF SAN JOAQUIN 7777 DRAWN BY DATE PROJECT ENGINEER Jonathan Curry1 05/17 REMOVING CONCRETE Location Quantity (SQYD) Sta 10+18 to Sta 10+56 (Rt) CG&S 27 Sta 10+55 to Sto 11+01 (Lt) CG&S 31 Sta 10+56 to Sto 19+49 (Rt) CG&S 595 Sta 10+64 to Sto 10+67 (Rt) Walkway 3 Sta 11+37 to Sta 11+49 (Rt) Driveway 9 Sta 12+04 to Sta 12+34 (Lt) CG&S 20 Sta 12+17 to Sta 12+39 (Rt) Driveway 24 Sta 12+85 to Sta 12+94 (Rt) Driveway 10 Sta 13+45 to Sta 13+57 (Lt) CG&S 8 Sto 13+56 to Sta 13+66 (Rt) Driveway 2 Sta 14+25 to Sta 14+43 (Rt) Driveway n r, -� _ 6 Sta 14+56 to Sta 14+59 (Lt) CG&S o ' 2 �. r Sta 14+82 to Sta 14+85 (Rt) Walkway, -pM 2 Sta 15+19 to Sta 15+31 (Rt) Driveway — ^ 8 Sta 15+30 to Sta 15+36 (Lt) CG&S qt ; m 4 4 Sta 15+73 to Sta 16+52 (Lt) CG&S Q 53 Sta 15+83 to Sto 15+86 (Lt) Walkway m 3 3 Sta 15+86 to Sta 16+03 (Lt) Driveway m 17 Sta 15+92 to Sta 16+06 (Rt) Driveway 16 Sta 16+14 to Sto 16+26 (Rt) Driveway 12 2 Sta 16+38 to Sta 16+52 (Lt) Driveway _, Sta 16+38 to Sta 16+41 (Rt) Walkway m k 3 Sta 16+54 to Sto 16+80 (Rt) Driveway z to> 12 Sta 16+76 to Sto 17+08 (Lt) CG&S v� 21 Sta 16+88 to Sto 17+08 (Lt) Driveway :: 9 Sta 17+28 to Sta 17+48 (Rt) Driveway ��^ 22 Sta 17+50 to Sto 17+63 (Rt) Driveway .. Z 14 Sta 18+04 to Sta 18+16 (Rt) Driveway a 7 Sta 18+38 to Sto 18+50 (Rt) Driveway x' � 5 Sto 18+85 to Sta 18+88 (Rt) Walkway 1 Sto 19+49 to Sto 19+64 (Rt) Curb Ramp �� 9 Sta 19+97 to Sta 20+12 (Lt) Curb Ramp 9 Sta 20+67 to Sto 21 +39(Rt� CG&S 48 Sta 20+78 to Sta 21+91 (Lt CG&S 75 Sto 21+57 to Sto 21+67 (Lt) Driveway 4 Sta 22+05 to Sta 22+11 (Lt) CG&S 4 Sto 22+56 to Sta 23+85 (Rt) CG&S 19 Sta 22+56 to Sta 22+69 (Rt) Driveway 4 Sta 22+91 to Sta 22+97 (Lt) CG&S 4 Sta 23+21 to Sta 23+81 (Rt) CG&S 40 Sta 23+25 to Sta 23+39 (Rt) Driveway 8 Sta 23+47 to Sto 23+60 (Rt) Driveway 6 Sto 24+94 to Sto 26+06 (Rt) CG&S 75 Sto 25+14 to Sto 25+24 (Rt) Driveway 8 (continued on next column) NO SCALE I SUMMARY OF QUANTITIES DATE CHECKED DATE REMOVING CONCRETE Location (CURB, MINOR CONCRETE GUTTER AND SIDEWALK) Quantity (SQYD) (continued from previous column) Curb Type Quantity Sta 25+52 to Sta 25+56 (Rt) Walkway 4 Sta 25+74 to Sta 26+00 (Rt) Driveway 29 Sta 26+97 to Sta 27+03 (Lt) CG&S 4 Sta 27+16 to Sta 28+37 (Rt) CG&S 81 Sta 27+37 to Sta 27+53 (Rt) Driveway 5 Sto 27+77 to Sta 27+88 (Rt) Walkway 5 Total 1,396 HOT MIX ASPHALT (TYPE A) Location Quantity (TON) Mainline Resurfacing 1,310 Total 1,310 WEST COUNTRY CLUB RECONSTRUCTION, PHASE 8 I Sheet No. (Princeton Avenue: Wisconsin Avenue to Kirk Avenue) 11 of 11 (CURB, MINOR CONCRETE GUTTER AND SIDEWALK) Location Curb Type Quantity (LF) Sto 10+18 to Sta 10+56 (Rt) S 41 Sto 10+33 to Sta 10+55 (Lt) S 22 Sto 10+55 to Sta 11+01 (Lt) S 46 Sto 10+56 to Sto 19+49 (Rt) Roll 893 Sto 12+04 to Sta 12+34 (Lt) S 30 Sto 13+45 to Sta 13+57 (Lt) S 12 Sto 14+56 to Sta 14+59 (Lt) S 3 Sta 15+30 to Sta 15+36 (Lt) S 6 Sta 15+73 to Sta 16+52 (Lt) Roll 79 Sta 16+76 to Sta 17+08 (Lt) S 32 Sta 19+49 to Sta 19+64 (Rt) S 20 Sta 19+97 to Sta 20+12(Lt) S 20 Sta 20+67 to Sta 21+39 Rt Roll 72 Sta 20+78 to Sta 21+91 (Lt) Roll 113 Sto 22+05 to Sto 22+11 (Lt) S 6 Sta 22+56 to Sta 22+85 (Rt) S 29 Sta 22+91 to Sta 22+97 (Lt) S 6 Sta 23+21 to Sta 23+81 (Rt) Roll 60 Sta 24+94 to Sta 26+06 (Rt) Roll 112 Sta 26+97 to Sta 27+03 (Lt) S 6 Sta 27+13 to Sta 28+37 (Rt) Roll 121 Total 1,729 HOT MIX ASPHALT (TYPE A) Location Quantity (TON) Mainline Resurfacing 1,310 Total 1,310 WEST COUNTRY CLUB RECONSTRUCTION, PHASE 8 I Sheet No. (Princeton Avenue: Wisconsin Avenue to Kirk Avenue) 11 of 11