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ADJUST MANHOLE ASPHALT CONCRETE TYPE A PLACE MONUMENT <br /> FRAME AND COVER FRAME AND COVER <br /> Location Quantity Location Quantity Location Quantity <br /> Ste. 40+40 (14' Lt.) 1 Each Mainline 3,341 Tons Ste. 0+00 1 Each <br /> Ste. 44+38 (15' Lt.) 1 Each Intersection 27 Tons Ste. 51+11 1 Each <br /> Ste. 47+24 (15' Rt.) 1 Each Driveways 59 Tons Total 2 Each <br /> Ste. 48+41 (14' Lt.) 1 Each Pavement Repair 183 Tons <br /> Ste. 50+75 (16' Rt.) 1 Each Total 3,610 Tons METAL BEAM GUARD RAILING <br /> Total 5 Each <br /> PAVEMENT REINFORCING FABRIC Location Quantity <br /> Ste. 25+86 to Ste. 26+11(Lt.) 25 L.F. <br /> ADJUST SURVEY MONUMENT Location Quantity Ste. 25+86 to Ste. 26+11(Rt.) 25 L.F. <br /> FRAME AND COVER Ste. —0+60 to Ste. 25+75 5,856 S.Y. Stu. 27+09 to Ste. 27+34(Lt.) 25 L.F. <br /> Location Quantity Sta. 27+50 to Ste. 72+50 10,000 S.Y. Ste. 27+09 to Ste. 27+34(Rt.) 25 L.F. <br /> Total 15,856 S.Y. Total -100 L.F. <br /> Ste. 55+02 (20' Lt.) 1 Each <br /> • 12" DIA. ALTERNATIVE PIPE TERMINAL SYSTEM TYPE (SRT) <br /> EARTHWORK Quantity <br /> 6 > Location Quantity <br /> (Miscellaneous Areas) Ste. 25+70(Lt.) 1 Each <br /> Location Quantity Ste. 50+89 to Ste. 51+49 VO L.F. ( ) <br /> Sta. 25+70 Rt. 1 Each <br /> Ste. 25+48 to Stu. 26+11 (Rt.) 0.31 Ste. ALTERNATIVE PIPE Sta. 27+50(Rt.) 1 Each <br /> n Total 3 Each <br /> o m Sta. 27+09 to Ste. 27+72 (Rt.) 0.63 Ste. R.C.P. <br /> 9 Total 0.94 Sta. C.S.P. <br /> P.V.C. TERMINAL SECTION TYPE C <br /> SHOULDER BACKING 24" DIA. STORM DRAIN INLET Quantity <br /> (Miscellaneous Facilities) Ste. 27+34(Lt.) 1 Each <br /> Location Quantity <br /> Ste. —1+12 to Ste. 73+00 961 Tons Location Quantity <br /> 1 Ste. 50+89 (17' Lt.) 1 Each <br /> END SECTION <br /> Quantity <br /> DRIVEWAYS 24" DIA. FRAME AND GRATE <br /> (Miscellaneous Facilities) Ste. 26+11 (Lt.)1 Each <br /> f Quantity Stu. 26+11 Rt. 1 Each <br /> A LocationNO Area° Location Sta. 27+09(Rt.) 1 Each <br /> Quantity <br /> m Ste. 27+09 Lt. 1 Each <br /> Type D 8 258 S.Y. ( ) <br /> o Type E 5 85 S.Y. Sta. 50+89 (17' Lt.) 1 Each Total 4 Each <br /> UIN NO SCALE SUMMARY OF QUANTIES -11 <br /> TULLY ROAD RESURFACING sheet No. <br /> COUNTY OF SAN JOA <br /> Q (Brandt Road to Hammond Street) 10 of 100 <br /> DRAWN BY DATE IyPROJEC/T/ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL MMENDED DATE <br /> -r^%." _ c/.- /ss4 L.rr a P `/ ea f4*.G <br />