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ON <br />0-.-25'- HMA - _Overlay <br />200'M <br />W <br />OF S. N <br />85'± <br />I NO SCALE <br />I <br />Fog Seal <br />on Bridge Deck <br />Sheet <br />4 of <br />rn <br />PROJECT ENGINEER <br />N <br />0 <br />+ <br />00 <br />Lo <br />Cli <br />(D <br />-c,4 <br />HARNEY 36 <br />n <br />levee <br />CA <br />C; <br />access <br />0 <br />1/9/23 <br />jN <br />road <br />EP- <br />C <br />W <br />on- <br />+ <br />LO <br />Lr) <br />\Bridge <br />No. 29C-341 <br />\ <br />V.L <br />3 <br />0) <br />10 <br />(1) <br />Y) M <br />W EP <br />CD <br />M <br />a > 04 <br />0- <br />< <br />CD N 42 HARNEY <br />� La <br />0, :r EP <br />M <br />Lo <br />OF0 <br />EP -UYc iUJI <br />-3— <br />in <br />(i Consit <br />levee <br />access/ <br />road <br />-Existing AC Dike to <br />remain in place Existing Guardrail <br />('Typ all 4 quadrants) to remain in place <br />(Typ both sides) <br />__Sta 42+73 Harney 1 -ane <br />Sta 10+00 Hibbard Road <br />78' <br />-a R <br />0 <br />C-4 -C-4 <br />64 ['-N 61 <br />50'0 <br />� Sta 9+34-t <br />Conform <br />M [0=.5 <br />z <br />01 <br />(i Const <br />0.25' HMA Overl <br />lon'M <br />04 <br />00 <br />0 <br />EP V) <br />MWIMM, <br />01 <br />+ <br />0 <br />M <br />C'41 <br />4_1 <br />V) <br />RrA <br />04! <br />CAM <br />:0 741 -C,4 <br />r <br />(D <br />Const <br />LO <br />+ <br />V) UJI <br />0 <br />0.25' HMA Overlay + <br />00 E <br />00 0 L_ c.4 <br />0 <br />C: <br />5_0'M 0 0 <br />I (n c) <br />cr): <br />co <br />°Ii0 <br />41 <br />Ln 65' <br />R <br />EP EP <br />0 <br />C <br />N N 87 LANE <br />63 88 FO <br />62 [[- <br />COUNTY <br />OF S. N <br />85'± <br />I NO SCALE <br />I <br />Fog Seal <br />on Bridge Deck <br />Sheet <br />4 of <br />DATE <br />PROJECT ENGINEER <br />N <br />0 <br />+ <br />00 <br />Lo <br />Cli <br />DATE <br />DE <br />+ in <br />0) <br />n <br />levee <br />W <br />C; <br />access <br />0 <br />1/9/23 <br />jN <br />road <br />Lr) <br />\Bridge <br />No. 29C-341 <br />\ <br />V.L <br />3 <br />10 <br />levee <br />access/ <br />road <br />-Existing AC Dike to <br />remain in place Existing Guardrail <br />('Typ all 4 quadrants) to remain in place <br />(Typ both sides) <br />__Sta 42+73 Harney 1 -ane <br />Sta 10+00 Hibbard Road <br />78' <br />-a R <br />0 <br />C-4 -C-4 <br />64 ['-N 61 <br />50'0 <br />� Sta 9+34-t <br />Conform <br />M [0=.5 <br />z <br />01 <br />(i Const <br />0.25' HMA Overl <br />lon'M <br />04 <br />00 <br />0 <br />EP V) <br />MWIMM, <br />01 <br />+ <br />0 <br />M <br />C'41 <br />4_1 <br />V) <br />RrA <br />04! <br />CAM <br />:0 741 -C,4 <br />r <br />(D <br />Const <br />LO <br />+ <br />V) UJI <br />0 <br />0.25' HMA Overlay + <br />00 E <br />00 0 L_ c.4 <br />0 <br />C: <br />5_0'M 0 0 <br />I (n c) <br />cr): <br />co <br />°Ii0 <br />41 <br />Ln 65' <br />R <br />EP EP <br />0 <br />C <br />N N 87 LANE <br />63 88 FO <br />62 [[- <br />COUNTY <br />OF S. N <br />JW QUIN <br />I NO SCALE <br />I <br />PLAN <br />DRAWN BY <br />Sheet <br />4 of <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />DE <br />1/9/23 <br />1/9/23 <br />1/9/23 <br />EP EP <br />kFECORD DRAWING R 56' <br />Corrockkwo By <br />No chorwo By. C E�11111�� <br />Deft CIO - 11? - z 11 " END PROJECT <br />Any Parson UnkV This Dnn*V Should <br />All Inftnne"m By InallmmUm no SIN Of Wwk <br />HARNEY LANE <br />(State Route 88 to <br />RESURFACING <br />Jack Tone Road) <br />Sheet <br />4 of <br />Na. <br />5 <br />