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'' <br />�, <br />;7 <br />BEGINNING <br />OF PROJECT <br />0.25' <br />Hot <br />Mix Asphalt <br />Overlay <br />sheet <br />No. <br />* <br />o <br />88) <br />I 3 of <br />■70' <br />0 <br />3 <br />�' <br />30' <br />i <br />i <br />m i <br />° <br />HMA Trans Detail <br />° <br />� 1 <br />+ <br />+ <br />0 <br />n � <br />0 <br />� <br />� <br />B <br />� <br />° � <br />� <br />� <br />� <br />� <br />o <br />0 <br />A <br />� <br />�� <br />0 <br />oo <br />0 <br />° <br />° <br />N <br />+ <br />� <br />+ <br />°- <br />v; <br />� <br />o <br />�EP <br />o <br />HARNEY <br />9 <br />Harney Lane: Sta 8+22 <br />Beckman Road: Sta 10+00 <br />�Ep n <br />y <br />Place 10 LF of HMA Dike n <br />(Type A) at existing RR <br />signal per RSP A87B and <br />PUC standards. RR signal n, <br />to remain in place. (Typ) <br />100' HMA Trans <br />o * 0.25' — 0.42' <br />�' See Sht 5 for RR <br />° HMA Trans Detail <br />0.12' i 11' 11' <br />Conform Sta 10+61 } <br />■25' <br />0.00' 50' <br />HMA Tt <br />Const R R <br />Harney Lane: Sta 35+40 � <br />Wells Road: Sta 10+00 <br />ti Nv, <br />�..,1, <br />LAN E <br />0.25' Hot Mix Asphalt Overlay <br />I i <br />ht5iis'�, <br />EP N <br />m <br />r <br />m <br />� LEGEND: � <br />® Variable Depth Hot Mix Asphalt Overlay <br />0.00' Depth of Hot Mix Asphalt Pavement Planing <br />■ Limits of Hot Mix Asphalt Pavement Planing <br />R Conform to existing radii <br />� Adjust Monument Frame and Cover <br />(See SOQ Sht 6 for all locations) <br />\ �� Existing Gas Valve to remain in place / <br />Note: <br />Remove existing asphalt concrete driveway <br />at Sta. 20+00 (Rt) and Sta 162+50 (Lt). <br />Removal of driveways will be paid by the <br />Clearing and Grubbing item of work. <br />Conform Sta 10+61 <br />.25, <br />0.00' 50' Harney Lane: Sta 66+77 <br />HMA Trans Curry Avenue: Sta 10+00 <br />f:l <br />COnsfi EP <br />�� <br />� � *Confrom to new planking at RR tracks. <br />N Concrete planking to be placed by CCTC. <br />z <br />0 <br />COUNTY OF SAN JOA Q UIN <br />DRAWN BY DATE PROJECT ENGINEER <br />�'. Suess®mss 12/14 � .2wC�a $ ar ��. � <br />:fly " , ,, <br />I� <br />PLAN <br />Y <br />LANE <br />64 67 j ;° <br />z <br />o <br />R R � <br />Lane: Sta 63+32 50' <br />revue: Sta 10+00 0.00' HMA Trans <br />25' <br />Conform Sta 9+39 <br />0.12' i 10' 10'I <br />HARNEY LANE <br />100' HMA Trans <br />0.25' — 0.42' <br />sheet <br />No. <br />* <br />o <br />88) <br />I 3 of <br />6 <br />0 <br />3 <br />�' <br />See Sht 5 for RR <br />�' <br />° <br />HMA Trans Detail <br />° <br />+ <br />+ <br />0 <br />0 <br />� <br />� <br />�Ep n <br />y <br />Place 10 LF of HMA Dike n <br />(Type A) at existing RR <br />signal per RSP A87B and <br />PUC standards. RR signal n, <br />to remain in place. (Typ) <br />100' HMA Trans <br />o * 0.25' — 0.42' <br />�' See Sht 5 for RR <br />° HMA Trans Detail <br />0.12' i 11' 11' <br />Conform Sta 10+61 } <br />■25' <br />0.00' 50' <br />HMA Tt <br />Const R R <br />Harney Lane: Sta 35+40 � <br />Wells Road: Sta 10+00 <br />ti Nv, <br />�..,1, <br />LAN E <br />0.25' Hot Mix Asphalt Overlay <br />I i <br />ht5iis'�, <br />EP N <br />m <br />r <br />m <br />� LEGEND: � <br />® Variable Depth Hot Mix Asphalt Overlay <br />0.00' Depth of Hot Mix Asphalt Pavement Planing <br />■ Limits of Hot Mix Asphalt Pavement Planing <br />R Conform to existing radii <br />� Adjust Monument Frame and Cover <br />(See SOQ Sht 6 for all locations) <br />\ �� Existing Gas Valve to remain in place / <br />Note: <br />Remove existing asphalt concrete driveway <br />at Sta. 20+00 (Rt) and Sta 162+50 (Lt). <br />Removal of driveways will be paid by the <br />Clearing and Grubbing item of work. <br />Conform Sta 10+61 <br />.25, <br />0.00' 50' Harney Lane: Sta 66+77 <br />HMA Trans Curry Avenue: Sta 10+00 <br />f:l <br />COnsfi EP <br />�� <br />� � *Confrom to new planking at RR tracks. <br />N Concrete planking to be placed by CCTC. <br />z <br />0 <br />COUNTY OF SAN JOA Q UIN <br />DRAWN BY DATE PROJECT ENGINEER <br />�'. Suess®mss 12/14 � .2wC�a $ ar ��. � <br />:fly " , ,, <br />I� <br />PLAN <br />Y <br />LANE <br />64 67 j ;° <br />z <br />o <br />R R � <br />Lane: Sta 63+32 50' <br />revue: Sta 10+00 0.00' HMA Trans <br />25' <br />Conform Sta 9+39 <br />0.12' i 10' 10'I <br />HARNEY LANE <br />R'ESURFACIN'G <br />sheet <br />No. <br />(Beckman Road to <br />State Route <br />88) <br />I 3 of <br />6 <br />