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PAVEMENT REINFORCING FABRIC MINOR CONCRETE PLACE ASPHALT CONCRETE RETROFIT DETECTABLE WARNING <br /> Location Quantity CURB AND GUTTER (MISCELLANEOUS AREAS) SURFACE (TRUNCATED DOMES) <br /> Location QuantityLocation Quantity Location Quantity <br /> GERTRUDE AVENUE 10,181 S.Y. <br /> SINCLAIR AVENUE (N) 10,181 S.Y. ADELBERT AVENUE SINCLAIR AVENUE (N) <br /> MYRTLE STREET 1,444 S.Y. Sto. 11+25 to Sto. 11+57 Rt. 32 L.F. Sto. 44+75 to Sto. 45+50 (Rt.) 16.66 S.Y. SINCLAIR AVE./EAST MAIN ST. <br /> COOLIDGE AVENUE 1,608 S.Y. Sto. 11+74 to Sto. 12+14 (Rt.) 40 L.F. ADELBERT AVENUE NW Corner (Existing ADA Romp) 1 Each <br /> CARROLL AVENUE 1,608 S.Y. Sto. 12+49 to Sto. 12+59 Rt. 10 L.F. NE Corner (Existing ADA Ramp) 1 Each <br /> ( ) Sto. 1 1+25 to Sto. 11+57 (Rt.) 3.56 S.Y. <br /> DAWES AVENUE 1,608 S.Y. Sto. 12+77 to Sto. 13+04 (Rt.) 27 L.F. Sto. 11+74 to Sto. 12+14 (Rt.) 4.44 S.Y. TOTAL 2 Each <br /> ADELBERT AVENUE 7,465 S.Y. Sta. 11+82 to Sto. 12+62 (Lt.) 80 L.F. <br /> BROWN LANE 2,498 S.Y. Sto. 13+02 to Sto. 13+28 (Lt.) 26 L.F. Sto. 12+49 to Sto. 12+59 (Rt.) 1.11 S.Y. <br /> SINCLAIR AVENUE (S) 2,374 S.Y. Sto. 14+34 to Sta. 14+74 (Lt.) 40 L.F. Sto. 12+77 to Sto. 13+04 (Rt.) 3.00 S.Y. <br /> Sto. 11+82 to Sta. 12+62 (Lt.) 8.89 S.Y. <br /> Sto. 14+53 to Sto. 14+93 (Rt.) 40 L.F. <br /> Total 38.967 S.Y. Sto. 13+02 to Sto. 13+28 (Lt.) 2.89 S.Y. <br /> ° <br /> N Sto. 15+25 to Sto. 15+65 (Lt.) 40 L.F. Sto. 14+34 to Sto. 14+74 (Lt.) 4.44 S.Y. <br /> 0 <br /> Sto. 22+61 to Sto. 23+21 (Rt.) 60 L.F. Sto. 14+53 to Sto. 14+93 (Rt.) 4.44 S.Y. <br /> a Sto. 26+76 to Sto. 26+96 (Lt.) 20 L.F. Sto. 15+25 to Sto. 15+65 (Lt.) 4.44 S.Y. <br /> v Sta. 28+88 to Sto. 29+08 (Rt.) 20 L.F. Sto. 22+61 to Sto. 23+21 (Rt.) 6.67 S.Y. <br /> rn w F 18" DIA. STORM DRAIN Sto. 29+24 to Sta. 29+36 (Lt.) 12 L.F. Sto. 26+76 to Sta. 26+96 (Lt.) 2.22 S.Y. <br /> rn <br /> z INLET CATCH BASIN Sto. 29+48 to Sto. 29+88 (Rt.) 40 L.F. Sto. 28+88 to Sto. 29+08 (Rt.) 2.22 S.Y. <br /> Sto. 30+69 to Sto. 30+89 (Rt.) 20 L.F. Sta. 29+24 to Sta. 29+36 (Lt.) 1.33 S.Y. <br /> A Location c Sto. 32+10 to Sta. 33+60 (Lt.) 150 L.F. Sto. 29+48 to Sto. 29+88 (Rt.) 4.44 S.Y. <br /> `^ BROWN LANE Sta. 30+69 to Sto. 30+89 (Rt.) 2.22 S.Y. <br /> W <br /> v <br /> GERTRUDE AVENUE 1 EACH Sto. 14+75 to Sto. 15+20 (Rt.) 45 L.F. Sta. 32+10 to Sto. 33+60 (Lt.) 16.67 S.Y. <br /> S0 SINCLAIR AVENUE (N) 2 EACH Sto. 15+00 to Sto. 15+85 (Lt.) 85 L.F. BROWN LANE <br /> N <br /> A <br /> Total 3 EACH SINCLAIR AVENUE (S) Sto. 14+75 to Sta. 15+20 (Rt.) 5.00 S.Y. <br /> N Sta. 15+00 to Sto. 15+85 (Lt.) 9.44 S.Y. <br /> 3 Sto. 12+02 to Sto. 12+42 (Lt.) 40 L.F. <br /> o Total 827 LF. SINCLAIR AVENUE (S) <br /> Sta. 12+02 to Sto. 12+42 (Lt.) 4.44 S.Y. <br /> y STORM DRAIN Total 109.00 S.Y. <br /> ,b (12"0 C.S.P. (0.079' THICK)) 18" DIA. FRAME dt GRATE <br /> � Location Quantity Location Quantity RECORD DNG <br /> Corrections B <br /> cn By <br /> No Changes By <br /> v GERTRUDE AVENUE 30 L.F. GERTRUDE AVENUE 1 EACH Date <br /> SINCLAIR AVENUE (N) 80 L.F. SINCLAIR AVENUE (N) 2 EACH <br /> rn <br /> Any Person sing This Drawing Should Verify <br /> n Total 110 LF. Total 3 EACH All information By inspecting The Site Of Work <br /> 114 r <br /> m <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN INO SCALESUMMARY OF QUANTITIES EAST STOCKTON STREETS RESURFACING PHASE 7 Sheet No. <br /> (Various) 17 of 17 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />