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mX <br />>CXL <br />z� <br />nj <br />�L <br />z� <br />o< a <br />^M o <br />U <br />r <br />Dm m <br />mA z <br />M <br />g K <br />0z m <br />i <br />n <br />PENETRATION TREATMENT <br />Location Quantity <br />4 Locations (Radii) Total 176 SQYD <br />PLANING ASPHALT CONCRETE PAVEMENT <br />Location Quantity <br />Ste 10+13 to Sta 10+63 208 SQYD <br />Sto 63+61 to Ste 64+11 207 SQYD <br />Total 415 SQYD <br />PLACE MONUMENT FRAME AND COVER <br />Location Quantity <br />Ste 36+50 Total 1 EA <br />GEOSYNTHETIC PAVEMENT INTERLAYER <br />(PAVING FABRIC) <br />Location Quantity <br />Sto 10+63 to Sta 63+61 Total 11,773 SQYD <br />COUNTY OF SAN JOAQUIN <br />�DRAWN <br />BY DATE / P JE( <br />DRIVEWAY (TYPE D) <br />Location Quantity <br />4 Locations Total 123 SQYD <br />DRIVEWAY (TYPE E) <br />Location Quantity <br />10 Locations Total 449 SQYD <br />HOT MIX ASPHALT (TYPE A) <br />Location Quantity <br />Transition Areas 95 TON <br />Driveways (Types D 8c E) 68 TON <br />Mainline 2,584 TON <br />Total 2.747 TON <br />Conform Conform <br />�© EP (New) A New EP ® EP (New) B <br />0.30' HMA over sha ed & Variable depth HMA over <br />P 8' 8' R existing paved <br />1:1 compacted native 1:1 driveways and frontages <br />Conform <br />A ®0.04 B <br />Existing Width `Conform over <br />existing Existing Width <br />12' Min surface 12' Min <br />TYPE Q TYPE E <br />Const New <br />EP Driveway <br />HMA Overlay 8' <br />Match Exist 0 <br />� Uo <br />pri(7o9, max <br />Existing 0.30' NMA Existing <br />Roadway Surface <br />SECTION A—A <br />NO SCALE SUMMARY OF QUANTITIES <br />& CONSTRUCTION DETAILS <br />R DATE CHECKED DATE <br />A <br />Const <br />HMA Overlay— <br />Match Exist <br />New <br />EP Driveway <br />8 0 <br />V=ra(io9 a F0,04 <br />r—��--- —J LVar depth <br />Existing HMA over Existing <br />Roadway existing surface Surface <br />SECTION B—B <br />TYPICAL DRIVEWAY DETAILS <br />TULLY ROAD RESURFACING <br />Comstock Rood to Eight Mile Road <br />Sheet No. <br />4 of 4 <br />SHOULDER <br />BACKING <br />Location <br />Quantity <br />Sta 10+13 <br />to Ste 64+11 <br />Total <br />761 <br />TON <br />PENETRATION TREATMENT <br />Location Quantity <br />4 Locations (Radii) Total 176 SQYD <br />PLANING ASPHALT CONCRETE PAVEMENT <br />Location Quantity <br />Ste 10+13 to Sta 10+63 208 SQYD <br />Sto 63+61 to Ste 64+11 207 SQYD <br />Total 415 SQYD <br />PLACE MONUMENT FRAME AND COVER <br />Location Quantity <br />Ste 36+50 Total 1 EA <br />GEOSYNTHETIC PAVEMENT INTERLAYER <br />(PAVING FABRIC) <br />Location Quantity <br />Sto 10+63 to Sta 63+61 Total 11,773 SQYD <br />COUNTY OF SAN JOAQUIN <br />�DRAWN <br />BY DATE / P JE( <br />DRIVEWAY (TYPE D) <br />Location Quantity <br />4 Locations Total 123 SQYD <br />DRIVEWAY (TYPE E) <br />Location Quantity <br />10 Locations Total 449 SQYD <br />HOT MIX ASPHALT (TYPE A) <br />Location Quantity <br />Transition Areas 95 TON <br />Driveways (Types D 8c E) 68 TON <br />Mainline 2,584 TON <br />Total 2.747 TON <br />Conform Conform <br />�© EP (New) A New EP ® EP (New) B <br />0.30' HMA over sha ed & Variable depth HMA over <br />P 8' 8' R existing paved <br />1:1 compacted native 1:1 driveways and frontages <br />Conform <br />A ®0.04 B <br />Existing Width `Conform over <br />existing Existing Width <br />12' Min surface 12' Min <br />TYPE Q TYPE E <br />Const New <br />EP Driveway <br />HMA Overlay 8' <br />Match Exist 0 <br />� Uo <br />pri(7o9, max <br />Existing 0.30' NMA Existing <br />Roadway Surface <br />SECTION A—A <br />NO SCALE SUMMARY OF QUANTITIES <br />& CONSTRUCTION DETAILS <br />R DATE CHECKED DATE <br />A <br />Const <br />HMA Overlay— <br />Match Exist <br />New <br />EP Driveway <br />8 0 <br />V=ra(io9 a F0,04 <br />r—��--- —J LVar depth <br />Existing HMA over Existing <br />Roadway existing surface Surface <br />SECTION B—B <br />TYPICAL DRIVEWAY DETAILS <br />TULLY ROAD RESURFACING <br />Comstock Rood to Eight Mile Road <br />Sheet No. <br />4 of 4 <br />