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F <br />O <br />0 <br />10 / <br />0 <br />i <br />M <br />19. <br />/ <br />10 m <br />0 <br />/ <br />0 <br />M <br />C) <br />N n <br />D <br />O <br />0 <br />/ <br />F- <br />CD M <br />I D <br />M <br />s <br />0 <br />0 <br />a <br />Ln <br />0 <br />n <br />/ <br />s <br />T <br />a <br />PAVEMENT REPAIR <br />Location Depth Quantity <br />17 Locations 0.5' 138 S.Y. <br />PLANING <br />ASPHALT CONCRETE <br />PAVEMENT <br />Location <br />Location <br />Quantity <br />Sta. —1+88 <br />to Sto. 00+04 <br />80 S.Y. <br />Sto. 29+35 <br />to Sta. 30+10 <br />1 12 S.Y. <br />Sta. 34+23 <br />to Sta. 34+48 <br />177 S.Y. <br />Total <br />Sta. <br />369 S.Y. <br />SHOULDER BACKING <br />Location Quantity <br />Sto. 00+00 to Sta. 34+48 550 Tons <br />DRIVEWAYS (TYPE D) <br />Location Quantity <br />4 Locations 117 S.Y. <br />COUNTY <br />OF <br />EARTHWORK <br />(MISC AREAS) <br />Location <br />DATE <br />66 <br />PROJECT ENGINEER <br />Quantity <br />Sta. <br />00 <br />to <br />Sta. <br />01 <br />(Rt.) <br />S.Y. <br />Sta. <br />00 <br />to <br />Sto. <br />Ul <br />(Lt.) <br />Sto. <br />04 <br />to <br />Sta. <br />07 <br />(Lt.) <br />Sta. <br />12 <br />to <br />Sto. <br />16 <br />(Rt.) <br />Sto. <br />29 <br />to <br />Sta. <br />30 <br />(Rt.) <br />Sta. <br />29 <br />to <br />Sto. <br />32 <br />(Lt.) <br />Sta. <br />33 <br />to <br />Sta. <br />34 <br />(Rt.) <br />Total <br />Lump Sum <br />SHOULDER BACKING <br />Location Quantity <br />Sto. 00+00 to Sta. 34+48 550 Tons <br />DRIVEWAYS (TYPE D) <br />Location Quantity <br />4 Locations 117 S.Y. <br />COUNTY <br />OF <br />SAN <br />JOAQUIN <br />DRAWN BY <br />DATE <br />66 <br />PROJECT ENGINEER <br />DATE <br />J. Clary 09/08 <br />DRIVEWAYS (TYPE E) <br />Location Quantity <br />15 Locations 455 S.Y. <br />PENETRATION TREATMENT <br />Location Quantity <br />Overhiser <br />Rd. / State Highway Route 88 <br />35 <br />S.Y. <br />Overhiser <br />Rd. / Texeiro Dr. <br />66 <br />S.Y. <br />Overhiser <br />Rd. / Cherokee Rd. <br />74 <br />S.Y. <br />Total <br />175 <br />S.Y. <br />ASPHALT CONCRETE (TYPE B) <br />Location Quantity <br />Moinline 1368 Tons <br />Intersections 35 Tons <br />Driveways 97 Tons <br />Pavement Repair 46 Tons <br />Miscellaneous Areas 35 Tons <br />Total 1581 Tons <br />ASPHALT CONCRETE (MISC AREAS) <br />Location Quantity <br />Sta. 29+19 to Sta. 29+54 (Rt.) 30 S.Y. <br />PAVEMENT REINFORCING FABRIC <br />Location Quantity <br />Sta. 00+04 to Sta. 33+98 7550 S.Y. <br />NO SCALE <br />CHECKED <br />SUMMARY OF QUANTITIES <br />DATE APPROVAL <br />RECOMMENDED DATE <br />"o -0j; Y��l./�0� "G �2 a 8j <br />12—INCH DIA CORRUGATED METAL PIPE <br />(.079" THICK) <br />Location Quantity <br />Sta. 29+46 (Rt.) 18 L.F. <br />24—INCH DIA CORRUGATED METAL PIPE <br />(.079" THICK) <br />Location Quantity <br />Sto. 34+20 (Lt.) 4 L. F. <br />24—INCH STORM DRAIN INLET <br />Location Quantity <br />Sta. 29+46 (Rt.) 1 Each <br />24—INCH FRAME AND C % k -TE <br />Location Quantity <br />Sta. 29+46 (Rt.) 1 Each <br />PLACE SURVEY MONUMENT <br />FRAME AND COVER <br />Location Quantity <br />Sta. 0+05 (5' Lt.) 1 Each <br />Sta. 13+38 1 Each <br />Total 2 Each <br />-51a - 27+80 <br />RECORD D <br />G©rrections By .eWtl � <br />No Changes Bye'' <br />Qate 2 - 06 - /o <br />Any Person Using This Drawing Should Verify <br />OVERHISER ROAD RESURFACING I Sheet No. <br />6 of 6 <br />