|
<br />
<br />
<br />
<br />? L ~ ? ,,,,\ `\ ? ,
<br />A -"'' I
<br />
<br />
<br />? ?.., v"/ l !' ,' I j!! 'i ? • `J ::'I: i Q j' ? !I ?t '7j I •l 1rI 'j ? ? ?/ / I i 1 i•
<br />'All ! 7 A
<br />
<br />
<br />,
<br />2:1
<br />
<br />' ; .
<br />?
<br />-695 -? \
<br />• /% ;t':,(' ?%ii f ;,; -,? ?.; -'l';,;, ?,o (i ? ? r t J t -?
<br />f EXIST. WALL, POSTS
<br />?
<br />.
<br />-
<br />V, - - •?? ^ -I /
<br />tjti %% I - ( AND CABLE T O BE CLC ASSOCIATES
<br /> REMOVED.
<br />jl+i[
<br />j
<br />/
<br />'
<br />f
<br />'
<br />r
<br />
<br />Z?
<br />•
<br />/
<br />o.
<br /> "
<br />/!!;•//?
<br />/ tb // J '// .
<br />;
<br />I
<br />?1;(''r
<br />i
<br />fI
<br />"
<br />I ,
<br />:,
<br />_
<br />i?vxXA
<br />•
<br />f
<br />??(/ .:: .. ... ..: ? ? (
<br />ji.j, j,,? ?,;ft+, jf,fi ti r lftjrl,?/ ,,;?, r , /, ?,,"-.-; ? n:
<br />,.-
<br />'.-'.=? - ? O. >?BOaoN
<br />
<br />if mow. .
<br />oe
<br />fit/ •
<br />11;(t't1,tQ .,I1?jMA?Npi;t .,i
<br />lE
<br />y
<br />V ,`?? ? ,
<br />?,
<br />??;1?\
<br />'j
<br />'jt,j
<br />;
<br />lt'tj
<br />' •? >'?','r '
<br />,
<br />_ _ _ N • Z
<br />? {
<br />`
<br />j
<br />,
<br />,
<br />j
<br />!;
<br />•.
<br />r:
<br />?., :`,-• ROAD CENTERLINE
<br />3
<br />t SHEET C3
<br />1 0
<br /> .
<br />.
<br /> n CONSTRUCT 1 RUSHED 0
<br />_
<br />z:.:+..:..
<br />. _
<br />RAIL PER CDOT STD
<br />L
<br />? . .;? .%••.` _ -f ' N ,,,
<br />•t: ? C
<br />:,: :: i
<br />Z `GRAVEL ROAD PER z 0. >-
<br />
<br />
<br />>-
<br />F
<br />_
<br />r.:
<br />-ELAN. N
<br />M .
<br />•f ,, -?
<br />' TYPICAL SECTION. 1 r ( _j
<br />a 0
<br />?
<br />,`, • ?,. .? :.-
<br />
<br />
<br />- :, , . % r' t `.
<br />- ?
<br />C)
<br />
<br />t +
<br />RE: SHEET C2.00.
<br />,
<br />
<br />o
<br />Z
<br /> E3 <
<br /> co
<br />
<br />
<br />'
<br />\ 0 EX J E3
<br />z J
<br />?
<br />•~ _ _
<br />? 1.5:1
<br />? \ `'` \ ?... a
<br />F
<br /> GENERAL NOTES Q
<br /> Ll
<br /> 1. REFER TO SHEET CO.00 FOR GENERAL NOTES. D
<br />8670 8670
<br /> 2. STATIONS SHOWN IN PLAN VIEW ARE CENTERLINE OF 3
<br />+\ ROAD UNLESS OTHERWISE NOTED. REFER TO SHEET
<br />FOR CENTERLINE HORIZONTAL CONTROL
<br />8665 C3AO
<br />FORMATION
<br /> .
<br />IN ?sI r
<br /> f
<br /> 3. SEE SHEET C2,00, TYPICAL ROAD DESIGN WIDTHS.
<br />` eaa
<br />8660 ? 8660 9r14Sr?f:
<br />
<br /> W EXISTING GROUND
<br />1
<br />8655 W
<br />? 8655
<br /> 200.00 VC
<br /> LOW POINT STA = 20+87.59 0
<br />8650 = 8650 r N W
<br />8626. - 7 0
<br />POINT V=
<br />8650
<br />J
<br /> L3 N ? \A STA = 20+23.77 ?.
<br /> rn (o PVI ELEV =--'8623.61 N
<br /> Q 00 96%
<br />D
<br />= 17
<br />A 8645
<br />8645 .
<br />.
<br />. a
<br /> PROPOSED GRADE 6i G
<br />i K = 11.14 Q IL
<br /> \
<br />\
<br />U .
<br />U F'
<br />
<br />O
<br />>
<br />> N 8640 <
<br />Q
<br />8640 K
<br />
<br />w
<br />Z :
<br />O
<br />a i
<br />m
<br />m
<br />Z
<br />Q
<br /> 8635 \ \ - 8635 a = Ja
<br />PROFILE SCALES
<br />HORZ: I" = 30'
<br />
<br />8630
<br />
<br />Wm 0
<br />VERT: 1" = 1 ?' 8630 8630 a'a
<br />
<br /> PROJECT B: 11.0054
<br />DRAWN BY: JJA
<br />
<br />8 6 2 5 8625 DESIGN MD By: BAN
<br />CHECKED BY: Y: OJM
<br />
<br /> 8620 8620
<br />8620
<br />
<br />NORTH 0 75 30
<br />vnei r. 1 . an'•n'
<br />_ C4.1 2
|