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i <br />0 <br />CD0 <br />r+ <br />N <br />i <br />C7 <br />CD <br />:D <br />rt D 0 <br />En D <br />0 <br />-T, <br />0 F <br />0_ M <br />i <br />Z <br />� 3 <br />N m <br />i <br />CD <br />3 <br />CD <br />En <br />i <br />D <br />0 <br />REMOVING CONCRETE <br />Location Quantity <br />Frazier Road (NW Corner) <br />Frazier Road (NE Corner) <br />Frazier Road (SW Corner) Lump Sum <br />Frazier Road (SE Corner) <br />Minor Struct. No. W468 (Lt. & Rt.) <br />PAVEMENT REPAIR <br />Location Quantity <br />25 Locations (Throughout Project) 550 S.Y. <br />PLANING ASPHALT CONCRETE PAVEMENT <br />Location <br />0.6 <br />Sta. <br />0.6 <br />Quantity <br />Mainline <br />Sta. <br />0.6 <br />Sta. <br />Tons <br />Sta. 24+36 <br />Sta. 0+80 to Sta. 1 +30 <br />278 <br />Tons <br />Sta. 32+34 <br />133 <br />S.Y. <br />Sta. 211+30 to Sta.212+50 <br />Total <br />6,345 <br />53 <br />S.Y. <br />Bridge <br />Sta. 22+66 to Sta. 23+31 <br />(No. <br />29C-214) <br />173 <br />S.Y. <br />Sta. 24+36 to Sta. 24+86 <br />(No. <br />29C-214) <br />133 <br />S.Y. <br />Sta. 31+32 to Sta. 31+82 <br />(No. <br />29C-215) <br />161 <br />S.Y. <br />Sta. 32+34 to Sta. 32+64 <br />(No. <br />29C-215) <br />153 <br />S.Y. <br />Intersection <br />Messick Road (West) <br />53 <br />S.Y. <br />Total <br />883 <br />S.Y. <br />ADJUST MONUMENT FRAME AND COVER <br />Location Quantity <br />Sta. 25+77f (Center) 1 Each <br />Sta. 54+00± (Center) 1 Each <br />Sta. 107+10f (Center) 1 Each <br />Sta. 133+55f (Center) 1 Each <br />Sta. 159+99f (Center) 1 Each <br />Total 5 Each <br />EARTHWORK (MISCELLANEOUS AREAS) <br />(TYPE 1) <br />Location Quantity <br />Bridge No. 29C-214 4.8 Sta. <br />Bridge No. 29C-215 4.0 Sta, <br />Minor Structure No. W468 4.0 Sta. <br />Total 12.8 Sta <br />EARTHWORK (MISCELLANEOUS AREAS) <br />(TYPE 2) <br />Location <br />Frazier Road Intersection <br />North West Corner <br />North East Corner <br />South Wer�RAW'N <br />South s Orner <br />Quantity <br />SHOULDER BACKING <br />0.6 <br />Sta. <br />0.6 <br />Sta. <br />0.6 <br />Sta. <br />0.6 <br />Sta. <br />Total 2.4 Sta. <br />IMPORTED BORROW <br />Location Quantity <br />Bridge No. 29C-214 411 C.Y. <br />Bridge No. 29C-215 291 C.Y. <br />Minor Structure No. W468 194 C.Y. <br />Frazier Road Intersection 28 C.Y. <br />Total 896 C.Y. <br />COUNTY OF SAN JOAQUIN No SCALE <br />DRAWN BY DATE PROJECT ENGI EER DATE CHECKED <br />Vincent (�Z 4'/01 5i710 <br />SUMMARY OF QUANTITIES <br />DATE I SUBMITTED DATE APPR <br />DRIVEWAYS (TYPE D) <br />Location Quantity <br />:? Locations 4-�; S.Y. <br />DRIVEWAYS (TYPE E) <br />Location Quantity <br />11 Locations 350 S.Y. <br />ASPHALT CONCRETE (TYPE A) <br />Location Quantity <br />Sta. 0+80 to Sta. 23+31 1,008 Tons <br />Sta. 24+36 to Sta. 31 +82 332 Tons <br />Sta. 32+34 to Sta. 212+50 8,060 Tons <br />Total 9,400 Tons <br />ASPHALT CONCRETE (TYPE B) <br />Location Quantity <br />Intersections 183 Tons <br />Pavement Repair 220 Tons <br />Driveways (Type D & E) 54 Tons <br />Total 457 Tons <br />PAVEMENT REINFORCING FABRIC <br />Location Quantity <br />Sta. 0+80 to Sta. 23+31 5,002 S.Y. <br />Sta. 24+36 to Sta. 31 +82 1,658 S.Y. <br />Sta. 32+34 to Sta. 211+50 39,813 S.Y. <br />Total 46,473 S.Y. <br />CLEMENTS ROAD RESURFACING <br />Comstock Road to Harney Lane) <br />MMENDED I DATE <br />Sheet No. <br />14 of 15 <br />SHOULDER BACKING <br />Location <br />Quantity <br />Sta. 0+80 <br />to Sta. 23+31 <br />729 <br />Tons <br />Sta. 24+36 <br />to Sta. 31 +82 <br />278 <br />Tons <br />Sta. 32+34 <br />to Sta. 212+50 <br />5,338 <br />Tons <br />Total <br />6,345 <br />Tons <br />COUNTY OF SAN JOAQUIN No SCALE <br />DRAWN BY DATE PROJECT ENGI EER DATE CHECKED <br />Vincent (�Z 4'/01 5i710 <br />SUMMARY OF QUANTITIES <br />DATE I SUBMITTED DATE APPR <br />DRIVEWAYS (TYPE D) <br />Location Quantity <br />:? Locations 4-�; S.Y. <br />DRIVEWAYS (TYPE E) <br />Location Quantity <br />11 Locations 350 S.Y. <br />ASPHALT CONCRETE (TYPE A) <br />Location Quantity <br />Sta. 0+80 to Sta. 23+31 1,008 Tons <br />Sta. 24+36 to Sta. 31 +82 332 Tons <br />Sta. 32+34 to Sta. 212+50 8,060 Tons <br />Total 9,400 Tons <br />ASPHALT CONCRETE (TYPE B) <br />Location Quantity <br />Intersections 183 Tons <br />Pavement Repair 220 Tons <br />Driveways (Type D & E) 54 Tons <br />Total 457 Tons <br />PAVEMENT REINFORCING FABRIC <br />Location Quantity <br />Sta. 0+80 to Sta. 23+31 5,002 S.Y. <br />Sta. 24+36 to Sta. 31 +82 1,658 S.Y. <br />Sta. 32+34 to Sta. 211+50 39,813 S.Y. <br />Total 46,473 S.Y. <br />CLEMENTS ROAD RESURFACING <br />Comstock Road to Harney Lane) <br />MMENDED I DATE <br />Sheet No. <br />14 of 15 <br />