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CLEAN EXISTING EARTHWORK DRIVEWAYS <br /> DRAINAGE FACILITIES (MISCELLANEOUS AREAS) Quantity <br /> Location Quantity Location Quantity Type No. Area <br /> Sta. 30+76t Sto. 24+81 to 26+14 (Lt.) (Fill) 1 .3 Stations Driveways Type "D" 11 144 S.Y. <br /> Sta. 163+16± Lump Sum Sta. 26+84 to 28+11 (Lt.) (Fill) 1.3 Stations <br /> Sta. 31 +14 to 32+28 (Lt.) (Fill) 1 .2 Stations Driveways Type "E" 35 566 S.Y. <br /> Sta. 133+00 to 136+00 (Lt.) (Cut) 3.0 Stations <br /> PAVEMENT REPAIR <br /> Sto. 24+81 to 26+14 (Rt.) (Fill) 1.3 Stations PENETRATION TREATMENT <br /> Location Quantity Sta. 26+82 to 28+10 (Rt.) (Fill) 1.3 Stations <br /> Sta. 31 +14 to 32+28 (Rt.) (Fill) 1 .2 Stations kation Quantity <br /> ,c 33 Locations 647 S.Y. Sta.108+00 to 112+00 Rt. Cut 4.0 Stations <br /> ( ) ( ) Intersection @ Milton Rd. (West) 197 S.Y. <br /> ° Total Intersection ® Milton Rd. (East) 162 S.Y. <br /> N PLANING ASPHALT 14.6 Stations Intersection @ Tobacco Rd. 165 S.Y. <br /> N CONCRETE PAVEMENT TOt°' 524 S.Y. <br /> z <br /> D Location Quantity ASPHALT C 0 N C R ETE (WP E B) <br /> om Sta. 00+50 to Sta. 00+75 61 S.Y. IMPORT BORROW Location Quantity <br /> z Sto. 26+03 to Sto. 26+14 27 S.Y. <br /> X <br /> Sto. 26+40 to Sto. 26+82 103 S.Y. Location Quantity Mainline 6,546 Tons <br /> D Sto. 32+48 to Sto. 32+73 61 S.Y. Intersections 78 Tons <br /> i Sto. 34+47 to Sta. 34+97 122 S.Y. Sta. 24+81 to 26+14 (Lt.) (Fill) 26.66 C.Y. <br /> D <br /> Sto. 164+02 to Sta. 164+27 83 S.Y. Sta. 26+84 to 28+11 (Lt.) (Fill) 30.31 C.Y. A.C. Dike (Type F) 10 Tons <br /> N <br /> Milton Road Intersection (west) 73 S.Y. Sta. 31 +14 to 32+28 (Lt.) (Fill) 15.77 C.Y. Driveways 91 Tons <br /> 3 Sto. 24+81 to 26+14 Rt. Fill 43.97 C.Y. <br /> 4 Milton Rood Intersection (east) 63 S.Y. ( ) (Fill) Pavement Repair 216 Tons <br /> r_ Tobacco Rood Intersection 61 S.Y. Sto. 26+82 to 28+10 (Rt.) (Fill) 30.44 C.Y. <br /> Total 654 S.Y. Sto. 31 +14 to 32+28 (Rt.) (Fill) 18.53 C.Y. Total 6,941 Tons <br /> Total 165.68 C.Y. <br /> � REMOVE ASPHALT CONCRETE TYPE °B <br /> ot ASPHALT CONCRETE DIKE (LEVELING) <br /> ., � Location Quantity SHOULDER BACKING Location Quantity <br /> 0 Sto. 31 +77 to Sto. 32+83 (Rt.) 106 L.F. Sta. 24+75 to Sta. 26+00 122 Tons <br /> � Sta. 34+72 to Sto. 35+32 (Lt.) 62 L.F. Location Quantity Sto. 26+75 to Sto. 28+25 183 Tons <br /> Sto. 31 +00 to Sta. 32+30 85 Tons <br /> rn Sto. 34+91 to Sto. 35+00 (Rt.) 15 L.F. <br /> Sto. 00+50 to Sto. 164+27 4,070 Tons <br /> r <br /> Total 183 L.F. Total 390 Tons <br /> M <br /> Z <br /> O <br /> COUNTY OF SAN JOA UIN NO SCALE SUMMARY OF QUANTITIES DUNCAN ROAD RESURFACING Sheet No. <br /> Q (Copperopolis Rood to State Hwy Route 26) 13 of 15 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> Enrique Silva 11/07 IJ J &I kt&Q Of/h Y'Z' #7 4/6 <br />