Laserfiche WebLink
PAVEMENT REPAIR ASPHALT CONCRETE <br /> 4' Min. Location Quantity (Type B) <br /> See Note Below 21 Locations 436 S.Y. Location Quantity <br /> - - - rExisting Surface Mainline Resurfacing 1,182 Tons <br /> _ _ _ _ _ _ PLANING ASPHALT Pavement Repair 145 Tons <br /> CONCRETE PAVEMENT Total 1,327 Tons <br /> 0.50' Asphalt Concrete Location Quantity <br /> Beain Project 90 S.Y. PAVEMENT REINFORCING FABRIC <br /> m Note: Width (4' minimum). Intersections Location Quantity <br /> Approximate dimensions used for estimating purposes Drake Avenue 229 S.Y. <br /> A are available upon request. Dimensions and locationsSta. 0+29 to Sta. 13+63 2,964 S.Y. <br /> Sixth Street 151 S.Y. <br /> w are subject to change at Engineer's discretion. Fouth Street (North Leg) 74 S.Y. Sta. 14+08 to Sta. 26+69 2,802 S.Y. <br /> N <br /> o Fouth Street (South Leg) 73 S.Y. Total 5,766 S.Y. <br /> PAVEMENT REPAIR DETAIL Longitudinal <br /> o Sta. 0+29 to Sta. 5+19 (Lt.) 327 S.Y. <br /> nm Sta. 0+29 to Sta. 5+89 (Rt.) 373 S.Y. <br /> z Sta. 6+93 to Sta. 13+64 (Lt.) 447 S.Y. MINOR CONCRETE <br /> A m Sta. 6+81 to Sta. 13+64 (Rt.) ass S.Y. (CURB AND GUTTER) <br /> Sta. 14+08 to Stu. 26+69 (Lt.) 841 S.Y. <br /> C, Sta. 14+08 to Stu. 26+69 (Rt.) 841 S.Y. Location Quantity <br /> A End Pro iect 81 S.Y. Sta. 7+36 to Sta. 7+46 (Rt.) 10 L.F. <br /> ' Total 3,982 S.Y. Sta. 7+46 to Sto. 7+50 (Lt.) 4 L.F. <br /> w Sta. 21+01 to Sta. 21+09 (Rt.) a L.F. <br /> n <br /> ADJUST MANHOLE Total 22 L.F. <br /> FRAME AND COVER <br /> Place a catch Location Quantity STORM DRAIN INLET <br /> basin filter PROTECTION <br /> Sta. 2+50 (Rt.) 1 Each <br /> Sta. 3+50 (Lt.) 1 Each Location Quantity <br /> � nn Note: Sta. 6+14 (Rt.) 1 Each <br /> V I The Storm Drain inlet Protection Stu. 6+19 (Lt.) 1 Each Sta. 3+40 (Lt.) 1 Each <br /> 7> v, unit (Catch Basin Filter) is to Stu. 10+00 (Rt.) 1 Each Sta. 3+40 (Rt.) 1 Each <br /> i c remain in place and functioning Sta. 16+83 (Rt.) 1 Each Sta. 5+51 (Lt.) 1 Each <br /> o from the beginning of the working Sta. 17+75 1 Each Sta. 17+90 (Lt.) 1 Each <br /> 0 n days until the end of the project. Sta. 20+57 (Rt.) 1 Each Sta. 17+90 (Rt.) 1 Each <br /> -S) z Sta. 22+93 (Rt.) 1 Each Sto. 27+80 (Lt.) 1 Each <br /> �J �Fq PROTECTION FOR Sta. 23+95 1 Each Stu. 27+80 (Rt.) 1 Each <br /> C) o EXISTING DRAINAGE INLET Total 10 Each Total 7 Each <br /> COUNTY OF SAN JOA UIN Ho SCALE CONSTRUCTION DETAILS AND OLIVE AVENUE RESURFACING Sheet No. <br /> Q SUMMARY OF QUANTITIES (State Highway Route 4 to Section Avenue) 6 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />