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PLACE A.C. DIKE (TYPE A) ENTRANCE TAPER Conform O E.P. T <br /> Location Quantity Location Quantity <br /> Ste. 57+80 to 62+95 (Rt.) 487 L.F. Ste. 59+85 (Rt.) 1 Each <br /> Sta. 57+80 to 63+35 (Lt.) 527 L.F. Sto. 60+10 (Lt.) 1 Each E:isOn width Conform <br /> Sto. 93+55 to 93+75 (Lt.) 20 L.F. Ste. 93+70 (Lt.) 1 Each 12' Min. <br /> Sta. 100+61 to 100+81Rt. te. 97+10 (Rt.) 1 Each <br /> ( ) 20 L.F.FSte. 100+75 (RL) 1 Each 0.30' Asphalt Concrete over shaped <br /> Total 1.054 LF. and compacted native material. <br /> Total 5 Each Df wmy DETAL [TYPE D) <br /> MINOR CONCRETE Contorm O E.P. <br /> SLIP JOINT <br /> (MINOR STRUCTURE) iia„ Quantity � <br /> Location Quantity �f� <br /> Sto. 59+85 (Rt.) 1 Each i on arm <br /> Sta. 13+65 (Rt.) 2 (F) C.Y. Ste. 60+10 (Lt.) 1 Each Exl12' width <br /> Sta. 93+70 (Lt.) 1 Each t2' Mfn. <br /> Ste. 97+10 (Rt.) 1 Each <br /> Sto. 100+75 (RL) 1 Each Variable depth Asphalt Concrete <br /> PLACE 18" ALT. PIPE over existing paved driveway. <br /> Total 5 Each DWAMY DEM L (TYPE E) <br /> Location Quantity <br /> Sta. 35+00 (Lt.) 6 L.F. PLACE SURVEY MONUMENT <br /> ANCHOR ASSEMBLY FRAME AND COVER <br /> Location Quantity <br /> Quantity <br /> PLACE 24" ALT. PIPE Sta. 59+85 (Rt.) 1 Each Location <br /> 3 Sto. 60+10 (Lt.) 1 Each Sta. 30+00 1 Each <br /> a Location Quantity Ste. 45+61.92 1 Each <br /> = Sto. 93+70 (Lt.) 2 Each Sto. 62+02.10 1 Each <br /> ' Ste. 8+24 (Rt.) 6 L.F. Sto. 97+10 (Rt.) 1 Each Ste. 70+90.90 1 Each <br /> Sto. 100+78 (Rt.) 1 Each Ste. 76+05 1 Each <br /> o Total 6 Each Ste. 82+82.41 , Each <br /> Ste. 87+31.93 1 Each <br /> A PLACE 12" DIAM. ALT PIPE Ste. 90+03.29 1 Each <br /> ( ) MINOR CONCRETE Ste. 9 +97.77 , Each <br /> OVERSIDE DRAIN Ste. 966+58.74 , Each <br /> ut Ste. 100+48.96 1 Each <br /> Urtm Location Quantity (CURB, GUTTER & SIDEWALK) Ste. 102+38.64 Each <br /> Ste. 108+52.99 1 Each <br /> Ste. 59+85 (RC) 24 L.F. L Quantity Ste. 114+29.47 1 Each <br /> r o Ste. 60+10 (Lt.) 19 L.F. Ste. 119+31 1 Each <br /> Ste. 93+70 (Lt.) 34 L.F. Laird Rd. N/W 23 L.F. Ste. 120+95.64 1 Each <br /> Sto. 97+10 (Rt.) 24 L.F. Laird Rd. S/W 21 L.F. Ste. 123+18.86 1 Each <br /> z Ste. 100+75 (Rt.) 19 L.F. Church St. N/W 22 L.F. Ste. 123+19.72 1 Each <br /> Total 120 LF. Total 66 LF. Total 15 Each <br /> 0 <br /> z <br /> COUNTY OF SAN JOA UIN NO WALE SUMMARY OF QUANTITIES ELLIOTT ROAD RESURFACING sheet No. <br /> Q (Peltier Road to State Route Highway 118) 15 of 15 <br /> DRAWN BY DATE PROJECT ENGINEER DATE I CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> 6...vy.r. .�.F l0/00 <br />