|
<br />"';< ,
<br />
<br />\
<br />\ ---'.g.1oQQ..L
<br />
<br />\,5QQJ \
<br />
<br />I
<br />z'
<br />0\
<br />o.
<br />0.\
<br />~\
<br />
<br />4545
<br />
<br />",,4 5.4,0.""
<br />
<br />4535
<br />
<br />4530
<br />
<br />;.~
<br />~~
<br />
<br />....
<br />
<br />:.. .
<br />...
<br />
<br />Ii. .
<br />, ,
<br />
<br />\
<br />\
<br />
<br />.',:i~: ,
<br />
<br />\D
<br />t-
<br />\
<br />""'
<br />
<br />\D
<br />t-
<br />\
<br />~
<br />
<br />f
<br />(/)
<br />Z
<br />C)
<br />C)
<br />~
<br />~
<br />
<br />, ,
<br />
<br />z\
<br />
<br />01
<br />
<br />~\
<br />
<br />o
<br />If
<br />
<br />OD
<br />
<br />(0
<br />>-
<br />~
<br />:r
<br />ui
<br />=>
<br />
<br />q
<br />r
<br />
<br />""..""
<br />
<br />o
<br />
<br />~ ->-'*-
<br />
<br />\~
<br />
<br />+
<br />
<br />+
<br />
<br />T,H. I
<br />~,
<br />~~. ~ --
<br />~. - \
<br />-F KIOWA CREEK
<br />
<br />~-
<br />
<br />~
<br />
<br />~
<br />B. M '\ I~S.I ~ l;':;~, ;g:";~~~i~i~~~:L:~i.
<br />
<br />..;....iELEV>4J43.20""n''',,':. ... :
<br />
<br />,.
<br />
<br />"
<br />
<br />, ..
<br />
<br />""''' .."d
<br />
<br />......,......
<br />
<br />" .
<br />
<br />., .
<br />
<br />"
<br />
<br />,,"'"
<br />
<br />,.....,
<br />
<br />.."
<br />
<br />.: :
<br />
<br />..'"
<br />
<br />"""""""""..."".."".",
<br />
<br />".
<br />
<br />. . . .. .
<br />. . . .. ..
<br />'"
<br />
<br />.-'--'-.:..-:-~:~ ~.,~~.:...:....:....:~:~.:.....;...:,.'
<br />
<br />
<br />"
<br />
<br />"""".., "".."""
<br />
<br />"""...",,,..,,,...... "..,,,,,...",,,
<br />
<br />,"'..". ..
<br />
<br />:
<br />'i'
<br />T
<br />
<br />'" "'''
<br />
<br />5
<br />
<br />,E
<br />BM 1
<br />_\
<br />\-\' --
<br />I
<br />
<br />-=t-- ~
<br />
<br />13+00.94
<br />
<br />\
<br />
<br />+-
<br />
<br />~+90:t ______
<br />
<br />GROUT~D Rl . PROTECTION\
<br />FOR W Q D.
<br />~ETAIL SHEET
<br />
<br />-
<br />
<br />10
<br />
<br />RI.
<br />
<br />---r-1 \"/ 1
<br />/
<br />
<br />.....ts-fA... 1 ?+Qn:t
<br />
<br />UJ:t
<br />~~
<br />
<br />IC>
<br />
<br />g~
<br />~
<br />
<br />~
<br /><.,>,
<br />,
<br />
<br />"-
<br />'"
<br />'x
<br />/.
<br />7
<br />~
<br />
<br />NEW IRR ION FACILITIES D.
<br />245' OF 0 GATI PE LASTIC)
<br />1 SINGLE TURN 0 RUCTURE.
<br />LOCATE AS SAL Exi tING
<br />VENT K. ABANDON EXIS
<br />GAllON PIPE
<br />
<br />. 3.3140;.
<br />
<br />.""':';
<br />
<br />,
<br />
<br />,. /~:
<br />.....- ' '
<br />~, '
<br />
<br />"'. ,
<br />
<br />""..
<br />
<br />. ..,..... "
<br />
<br />"~' ',. ',' " ~, " ., .. P, " ~r:.-c-:-,
<br />
<br />~~:
<br />....
<br />
<br />.' ,"'''''''~!~.''': ",
<br />
<br />01:9
<br />.:': O~:
<br />:+ w
<br />
<br />'..'" ,,,...,,,. """"......
<br />
<br />10
<br />
<br />'~^"'....,
<br />. -0 ' ,.
<br />'0...
<br />..0
<br />, 0:: ,.,.,
<br />, 0... I::
<br />
<br />.,m.
<br />,.~L. ..
<br />~..' '~"'~:~~: ..,.
<br />
<br />~\
<br />
<br />,,,..,,"'..,,,,,,,
<br />
<br />W
<br />0...
<br />0...
<br />
<br />.~
<br />
<br />-",
<br />
<br />=~ I
<br />
<br />I
<br />
<br />:
<br />.T,
<br />,
<br />
<br />.., ,...."
<br />
<br />\\.; O'
<br />
<br />" 0
<br />__~ELL._HOU::. ~ ~\ ~
<br />,. ~ N
<br />} <i
<br />\0-
<br />W
<br />
<br />z
<br />o
<br />o
<br />o
<br />=\
<br />":':B;M; 2!: PAI~l'r M~Ri<bNtbp:bFi::ONi::.: lRiDG[:
<br />PIER;.S;W: SIDE:O~:lsT'PIER F.ROM!'
<br />EAST END OF B,N,R;R, BRIDGE ,.
<br />ElEV; 4547;08: : I " , ,."
<br />w .,' :,:
<br />~.. .'
<br />
<br />." ,., '.".5 .. .. .,.,.,"',"',.."
<br />
<br />:f=
<br /><:(
<br />"" (9 '" """""",,"'..
<br />iE
<br />0:: 0
<br />- 0 .,.'" ,.
<br />-Q t:
<br />(0
<br />N
<br />
<br />z\
<br />~\
<br />
<br />, '" - "
<br />
<br />i
<br />
<br />----.-J\ ;-AGNETIC ~66
<br />
<br />,
<br />,
<br />
<br />--L
<br />\
<br />
<br />+
<br />
<br />~ PERMANENT EAS8~ENT
<br />AT TOP SLOPE
<br />
<br />CONCRETE DITS!i.._
<br />~---,_-.--== ~ -~
<br />
<br />l..-..-.:-..rt!Jj~~ .~:'!- :--'~
<br />
<br />/C.
<br />
<br />,- !\.
<br />
<br />(U MIl'S 01' .CoNS'1!lUCTIO~
<br />
<br />"t
<br />
<br />'!"
<br />15
<br />. ,,~
<br />
<br />%0
<br />go
<br /><5g~,.
<br />!:~<t
<br />~~
<br />
<br />FUTURE 11 ~~..~ \SURVrr-eENT€~_l~E
<br />~ CHANNEL \ I b b ~~ -=F-
<br />T.H.2\ ~,\ T
<br />_ -S0133' 43" \'l\f/e TOE OF SLOPE~
<br />-i A~~ 'Jl1 \,.\ \
<br />/u 1L~ 1 ~ ~ 1
<br />.-.---r- A 11 ~ ....- ~I so' CONSTRUCT10N-.--4 7
<br />~\ V..l.. Z NENT EASEMENT---! EASEMENT lJYP) ·
<br />~ PERMA _-- /
<br />..... ~ TOP OF NEW SLOPE
<br />ST . J9+50:t
<br />FIELD E N REQ'D.
<br />~RAVEL S'. A ROAD
<br />i30' T ,11 W OF <t
<br />1 '7 AX. GRADE
<br />
<br />...
<br />.'
<br />
<br />''1
<br />
<br />........
<br />~ 12+90:t
<br />FIEL TR~N EQ'D.
<br />~~AVEL S ~D ROAD
<br />)U' E. ,1 EST OFt
<br />~ MAX. GRADE
<br />
<br />FOR ADDITIONAL INFORMATION ON
<br />LIMITS OF CONSTRUCTION SEE
<br />SHEET 10 AND CROSS SECTIONS
<br />
<br />"
<br />, .
<br />
<br />,', '
<br />
<br />~
<br />....... .nn,n..........ITU
<br />. ' , ' "':;''''''':'::
<br />
<br />z\
<br />o
<br />o
<br />10
<br />
<br />_\.-
<br />
<br />..... ................................
<br />
<br />, i'
<br />, ,
<br />
<br />,..,.....................
<br />
<br />" '
<br />
<br />.......i.....
<br />
<br />'0 "..........'"
<br />Z
<br />:;)
<br />........................ !In....t....I.
<br />..........................~.~nIr..
<br />~ 0 '
<br />~~
<br />..zg ~"'.".,
<br />
<br />. i
<br />
<br />, :
<br />,...,: .
<br />
<br />......,
<br />
<br />.......;...
<br />
<br />,....,
<br />
<br />:
<br />
<br />'; ,,'u ....,
<br />:
<br />
<br />, :
<br />
<br />, '
<br />
<br />,....,.... ..'
<br />
<br />. . .. ....
<br />:FU:rURE
<br />
<br />CHANNEL
<br />
<br />. . . .. .. E~ISTING GROUND
<br />''''~:~6'.i ......",
<br />."..-'----"i".' ,----", ,." ~----'___.:..'
<br />~.. .~ ~....
<br />..,..,
<br />
<br />,
<br />
<br />"''''f.l750/o '"
<br />
<br />?~~r.~.,.
<br />
<br />...'~:
<br />'/
<br />' ,
<br />
<br />. :
<br />
<br />.",.
<br />
<br />d
<br />
<br />.. .... .. ......
<br />........... ... .........................
<br />NEW CHANNEL
<br />PROFILE,
<br />..,"".."'....
<br />
<br />....
<br />
<br />....,.
<br />
<br />......,......,..
<br />
<br />........
<br />
<br />.......'
<br />
<br />: .
<br />
<br />'. '
<br />
<br />.; :
<br />
<br />::
<br />
<br />,
<br />
<br />: .
<br />, ,
<br />
<br />.."
<br />, '
<br />
<br />, ,
<br />
<br />....... ",'
<br />
<br />. ,
<br />
<br />" '
<br />
<br />'. '
<br />
<br />.'" :~!~:.''''.
<br />~.
<br />o/<)
<br />o.J
<br />::. +w
<br />
<br />" '
<br />
<br />.... ..
<br />
<br />15
<br />
<br />......
<br />o
<br />: ~..,
<br />20
<br />
<br />.,..",
<br />
<br />.... .!....
<br />
<br />:
<br />
<br />---:. ..
<br />
<br />i~. .
<br />-
<br />...,
<br />
<br />,,...---r-:
<br />i:
<br />
<br />I 3817
<br />
<br />lWOQ--s..-
<br />
<br />.-.
<br />
<br />~
<br />,...., LL1
<br />Z
<br />..J
<br />
<br />.~:'
<br />
<br />".5()Qf'_j
<br />
<br />\
<br />
<br />---,~
<br />
<br />~,
<br />
<br />,It;
<br />~
<br />~
<br />..,
<br />
<br />,~
<br />~
<br />
<br />\
<br />
<br />I
<br />1
<br />
<br />10' WIDE EARTH ROAD SURFACE
<br />8" ABOVE SURROUNDING GRADE
<br />
<br />!~, I
<br />''l'".
<br />'$~~
<br />
<br />I
<br />~
<br />
<br />STA. 25+90:t
<br />NEW IRRIGATION FACILITIES REQ'D
<br />250' OF 10" IRRIGATION PI! E
<br />& FITTINGS (PLASTIC) -
<br />ABANDON EX I STI NG I RR I GAT r~ It.I--P I PE
<br />
<br />I
<br />,I
<br />~
<br />
<br />......
<br />
<br />:
<br />:
<br />
<br />,.....,...
<br />
<br />'0
<br />..............:...'...'..:...........'41
<br />:~
<br />'0::
<br />,0...
<br />
<br />, ,
<br />, .. ; ,
<br />
<br />'." ,4?~?"..,..,...,
<br />
<br /><t
<br />t-' ..
<br />(j)
<br />
<br />,4.?4.Q
<br />
<br />,+ 1540,10
<br />
<br />~'~:-::::-:.";'
<br />
<br />w
<br />z
<br />.:,j
<br />3:'
<br />U
<br />~:
<br /><l
<br />~
<br />
<br />'!' ,
<br />, ,
<br />
<br />j
<br />
<br />, !, ..
<br />
<br />"",:..453,5,...,
<br />
<br />....,. 4530
<br />
<br />..,.
<br />
<br />: I"
<br />, ,
<br />
<br />"" ......0"'..","
<br />N
<br />(f)
<br />r()
<br />"0 ',,'
<br />
<br />O.;j
<br />fW
<br />
<br />., '"
<br />
<br />i :
<br />
<br />25
<br />
<br />1\=11 X
<br />
<br />SCALE 1"= 100' HOR
<br />1"= 5' VER,
<br />
<br />DRAWN NAC
<br />CHECKED J G F
<br />APPROVED J 0 A
<br />
<br />TOWN OF WIGGINS
<br />MORGAN COU NTY. COLORADO
<br />CHANNEL
<br />PLAN AND PROFILE
<br />
<br />Engineers Architecls Planners
<br />
<br />TH IS DRAWING IS
<br />THE PROPERTY OF
<br />ARIX, AND IS NOT
<br />TO BE REPRODUCED,
<br />MODIFIED OR USED
<br />FOR ANY OTHER
<br />PROJECT OR EXTEN-
<br />SION OF THIS PRO.
<br />JECT EXCEPT BY
<br />AGREEMENT W'TH
<br />SAID COMPANY,
<br />
<br />800 EIghth Avenue
<br />P 0 80x 202'
<br />Greeley. Colorado 80632.2021
<br />303 356 3930
<br />
<br />DATE JANUARY.1987
<br />PROJECT NO 86136 00
<br />
<br />PROJECT I ~
<br />KIOWA CREEK FLOOD 3
<br />PROTECTION IMPROVEMENTS 26
<br />
|