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CLEANING EXISTING SHOULDER BACKING PAVEMENT REINFORCING <br /> FACILITIES (C.S.P.A.) Location Quantity FABRIC <br /> Location Quontity Sta. 29+70 to Sta. 203+34 3,542 Tons Location Quantity <br /> Sta. 197+57 L.S. Sto. 30+20 to 202+84 38,364 S.Y. <br /> Intersections 200 S.Y. <br /> PLANING ASPHALT Total 38,564 S.Y. <br /> CONCRETE PAVEMENT DRIVEWAYS <br /> Location Quantity <br /> Ouantity <br /> Beg. Project 37 S.Y. Type Na Area <br /> Int. Sotos Ave. (East) 32 S.Y. D 54 1,884 S.Y. PLACE SURVEY MONUMENT <br /> Int. South Clinton Ave. (West) 32 S.Y. <br /> Int. Mello Ave. (East) 33 S.Y. E 28 1 1,086 S.Y. FRAME AND COVER <br /> Int. Leroy Ave. (West) 30 S.Y. <br /> End Project 110 S.Y. Location Quantity <br /> Total 274 S.Y. Sta. 29+883 1 Each <br /> Sta. 43+243 1 Each <br /> ASPHALT CONCRETE Sta. 69+873 1 Each <br /> Sta. 83+203 1 Each <br /> ADJUST SURVEY MONUMENT TYPE A Sta. 96+573 1 Each <br /> FRAME AND COVER Location Quantity Sto. 109+953 1 Each <br /> i Sta. 123+353 1 Each <br /> z <br /> Location Quantity Mainline Stu. 150+253 1 Each <br /> i <br /> Sto. 176+773 1 EachSta. 30+20 to Sto. 202+84 7,138 Tons Total 8 Each <br /> 3 Total 1 Each <br /> ASPHALT CONCRETE <br /> A EARTHWORK (MISC. AREAS) TYPE B FLARED END SECTION <br /> Location ouontity Location Quantity <br /> C.S.P.A. (0.079 THICK) <br /> m Location Quantity <br /> Sto. 71+00 to 79+00 (Rt.) 8.0 Sta. Intersections 122 Tons <br /> z Stu. 120+00 to 124+00 Lt. 4.0 Sta. Driveways (Type D) 377 Tons <br /> ( ) Sta. 197+57 1 EACH <br /> J Sta. 126+60 to 129+80 (Rt.) 3.2 Sta. Driveways (Type E) 130 Tons <br /> Sta. 152+00 to 156+00 (Lt.) 4.0 Sto. <br /> Sta. 172+00 to 172+30 (Rt.) 0.3 Sta. Total 629 Tons <br /> Sta. 189+50 to 190+00 (Rt.) 0.5 Sta. <br /> TOW 20 Sta. <br /> 0 <br /> z <br /> F COUNTY OF SAN JOAQUIN NO sc&E J SUMIIAAW OF QUANTITIESNORTH RIPON ROAD RESURFACING Sheet No. <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE I CHECKED DATE SUBMITTED DATE I APPROVAL RECOMMENDED DATE(Ripon City Limits to State Route Highway 120 9 of 9 <br /> 6'•"Fw" 3'�.. �/oa .1...— f-r�"'i 3/r:/ve Y/a/vo rj •�,=(,e /,�/ <br />