<br />!;~r\ ..
<br />
<br />I~'
<br />I 1\
<br />.' ....,.~-
<br />~') .
<br />....
<br />13,\i{)0 E
<br />
<br />~
<br />
<br />140 ·
<br />
<br />..~ I
<br />12.500 ~
<br />BM V I
<br />
<br />~\
<br />
<br />..---....,---....----..---
<br />
<br />..............---........_-
<br />
<br />4560
<br />
<br />.4550 ..
<br />
<br />___4~4Q
<br />
<br />I
<br />: ......
<br />
<br />'"
<br />T.H.24
<br />,
<br />
<br />~
<br />
<br />+
<br />
<br />p.1. 140+44D3
<br />
<br />o
<br />o
<br />+
<br />\{)
<br />~
<br />
<br />.
<br />
<br />.. ...----------. : - -
<br />
<br />,
<br />
<br />i\
<br />
<br />+
<br />
<br />- .
<br />
<br />.. -
<br />
<br />.~ i . ii! .. ... ,I.... ... .. ~rX1STlNG
<br />.:~..~..:......._______m. :___m-___m' .~.~-==.....'....---.~ - __-C-'-
<br />l-
<br />(/)
<br />
<br />w
<br />Z
<br />
<br />.....,.j .. .... ..
<br />
<br />:J:
<br />o
<br />I-
<br /><i
<br />:E
<br />
<br />co
<br />.~
<br />"-N""
<br /><.D
<br />
<br />o
<br />o
<br />+
<br />.. '145---
<br />
<br />~
<br />(j)
<br />
<br />P.1. 142+ 8 .40
<br />
<br />
<br />/ + ~5
<br />
<br />w
<br />Z
<br />.-J
<br />:r:
<br />o
<br />~
<br />~
<br />
<br />1
<br />
<br />.... ...... .' . .... ...... .......................... ....
<br />
<br />Eu~.7 120':!RT., STI\,'139+34 ...
<br />SP IKE . IN MORc\ANco ,REAPOL:ENO, '50520
<br />NORTH SIDE cO. -RO.P, [EL:EV.=: 45IT1;-,31
<br />.. ......
<br />
<br />-, -
<br />
<br />!
<br />
<br />........- ..............
<br />
<br />..---........
<br />
<br />+0_100% .
<br />
<br />. .. .....
<br />
<br />. .... ..
<br />
<br />...............---.-..-...----------
<br />
<br />STEVE D. BRUNTZ
<br />GARY D. BRUNTZ
<br />
<br />-L- TRACK OF CENTER
<br />r---~
<br />
<br />-
<br />I~O
<br />
<br />PERMANENT
<br />EASEMENT
<br />
<br />I
<br />T
<br />
<br />17~1- -
<br />S 04' 18' 59.8"W
<br />
<br />..,
<br />T.H.25
<br />
<br />..-..-......-
<br />
<br />z
<br />d
<br />0'
<br />ltl
<br />1-1
<br />
<br />, [
<br />!
<br />
<br />z
<br />o
<br />o
<br />o
<br />I-
<br />
<br />\
<br />
<br />+
<br />
<br />+
<br />;/
<br />
<br />-ltl
<br /><t
<br />
<br />-ltl
<br /><t
<br />
<br />1 V I
<br />
<br />i\
<br />
<br />+
<br />
<br />p.1. 160+73t
<br />
<br />50' CONST~~~!)ON 1
<br />EASEMENT~) ~
<br />~-
<br />Ip5 __~
<br />
<br />1
<br />
<br />NOTE :
<br />
<br />NO ACCESS PERMITTED ON THE WEST SIDE OF THE
<br />EXIST, FIELD ROAD
<br />
<br />.. .......... ..----
<br />
<br />......_.. ....---.....---------................--------- ,........
<br />
<br />....... ....
<br />........ ... ... ..
<br />........ .... .......
<br />......mm................mmm....... ...". ... . .........
<br />PR9FILE-: TOP OF LEVEE .
<br />+...
<br />
<br />GROUND LINE
<br />
<br />. .. .... ............. .......
<br />. . .. ...................... ... .
<br />. ..,
<br />. . . .. ..... .....
<br />. . . .
<br />. . . .
<br />. ..' .
<br />=______i___ .~. - ~:...u0:p~
<br />
<br />i..
<br />
<br />-- -- -
<br />
<br />ERNEST E. SNYDER
<br />BETTY J. SNYDER
<br />
<br />~
<br />
<br />,
<br />:
<br />
<br />+ O.IOoo/~ ..........
<br />
<br />.: .
<br />!. ..
<br />
<br />!
<br />IP
<br />
<br />............., .
<br />
<br />-,
<br />
<br />....
<br />
<br />. -
<br />
<br />-..- ---
<br />
<br />I
<br />I
<br />
<br />.... -....... ---
<br />
<br />:
<br />
<br />-J.r~;-J \~ ~
<br />MAGNETIC 1986
<br />
<br />~
<br />
<br />+
<br />
<br />p.1.
<br />
<br />CONC.
<br />DITCH
<br />
<br />,I
<br />
<br />~,
<br />%
<br />
<br />is'
<br />
<br />~ ......
<br />;Y
<br />
<br />STA, 150+90 - FIELD ...
<br />ENTRANCE REQ'D. GRAVEL .../
<br />Sl,!RFACED ROA8 10~' EAST J
<br />1UO' WEST. 1 Z MAX,
<br />GRADE
<br />
<br />
<br />
<br />/</...... ~~ r- ,~ ~
<br />
<br />.//'_ . ./'" SO' . '\ . ::- ... =-- CONSTR-UC~ I ON
<br />~ V ./ ~ ...~ff_:r ~ ~// EASt:MENV (TYI')
<br />
<br />
<br />" \. ... /..;
<br />I 0 ~~/ / r '.;; , ,
<br />
<br />~ ~ J)//
<br />-~~/ . - --~
<br />- --
<br />
<br />~
<br />
<br />o
<br />1. H_ 26
<br />
<br />z\
<br />~\
<br />
<br />~
<br />
<br />..... .......---... . i.....
<br />
<br />(L
<br />c:ri
<br /><.5
<br />-22
<br />. ....._:....._ 0.-
<br />_w
<br />'(f)
<br />a
<br />-0-
<br />o
<br />0::
<br />0.:
<br />
<br />....-
<br />
<br />3822
<br />
<br />~-r -
<br />
<br />I
<br />
<br />
<br />
<br />~~o ~-
<br />
<br /><.~""
<br />~~
<br />~/>~
<br />~19:
<br />Oll
<br />,
<br />
<br />_~-"L
<br />
<br />..~
<br />
<br />P.I. 174+42.93
<br />-----~
<br />
<br />f
<br />
<br />STA 173+00
<br />CONTRACTOR Tn
<br />,
<br />PLACE MONUMfONT 'ON ..,
<br />LEVEE CENTERLINE
<br />
<br />~r
<br />
<br />I
<br />~l
<br />I> 110 ~
<br />J)l. 4&
<br />00 ~4f,
<br />~4-,.
<br />
<br />x
<br />
<br />:$'
<br /><?
<br />
<br />/
<br />
<br />
<br />
<br />~.,<v
<br />I \)<'
<br />I ,0
<br />I \)<rtt
<br />169+ 23.66 ih REA 32446;; <b
<br />~REA 32445 C / \)<
<br />WELL HOUSE~ J rREA 5458 / C,
<br />
<br />IRRIGATIOt'lk Vlx ~
<br />
<br />' iJ .
<br />
<br />8~' ~ ISlA. 167+?,Ot
<br />BM . ~~ 7U' OF 18' C,S.P, REQ'D
<br />: "'i\. ,1-18" CONTROL GA 1-E EAST END
<br />~FLOWLINE TO MATCH EXIST.
<br />~ DITCH
<br />STA, 168+40:!:
<br />RELOCATE 65':!: OF BARBED
<br />.~f RE FENCE OVER LEV~E _.J.U>O!l'-
<br />
<br />
<br />
<br />-i/~
<br />O~ ~Je
<br />Ct)>~
<br />:-~-r ~~
<br />~.
<br />""
<br />"'-
<br />~X~
<br />
<br />~.
<br />......'t~
<br />...'
<br />
<br />STATE OF
<br />COLORADO
<br />
<br />':'
<br />
<br />"
<br />
<br />STA. 160+00 TO STA.170+00
<br />FUTURE EROSION PROTECTION
<br />ON WEST SIDE OF LEVEE
<br />
<br />o
<br />
<br />i
<br />
<br />~_~I;.."..
<br />
<br />...
<br />
<br />f
<br />
<br />..__.lA. __,.._.,........_""'1ioC.~_r.__.,\......,""'..~_..,.._".~_,_...._
<br />
<br />'If ~~nrn;,..AI/"'--
<br />
<br />. ...;.......;.... ...;..
<br />fl.M.. 3 52,.:t ~T.: STA l58+28 t"."
<br />SPjKE_ ~N_MORGAN to._ RE~_ PD~E_
<br />30- - NoRTH-OF FENCE,- 75- -WEST-OF-
<br />WELL HpUSE. ELEV~':= 45G4~ jL8
<br />
<br />545$6
<br />
<br />NO,
<br />
<br />..---....\... ...
<br />
<br />.---
<br />
<br />....-
<br />
<br />:
<br />!
<br />
<br />..... .
<br />: -
<br />
<br />. .
<br />
<br />.: .
<br />:
<br />
<br />. ... .
<br />+0.087 %
<br />
<br />-J.....=1-==~+--"'~.~~!~- t-............t===t;OC- ~.
<br />
<br />.... .
<br />- ..--. ~ ---:- ~ ~
<br />
<br />------ ------- .~~--~
<br />----.- _.:...-:--- ---.- . .. ...
<br />
<br />-
<br />
<br />...---.......... ------......- ..............------.... ........ ..
<br />
<br />.... ,........
<br />
<br />..................--..-
<br />
<br />-\- -
<br />- -
<br />
<br />... ...
<br />
<br />00:
<br />
<br />1'<)\
<br />l.l)
<br />i50..
<br />
<br />: .
<br />
<br />-,' -
<br />- -
<br />
<br />Co
<br /><.D
<br />I'<)
<br /><.D,
<br />
<br />155
<br />
<br />:
<br />
<br />...: :.........
<br />
<br />......- -- -- ' -
<br />
<br />, ..-
<br />
<br />- -
<br />- -
<br />
<br />- :
<br />.!- ......
<br />- -
<br />
<br />.' .
<br />
<br />I
<br />
<br />--- .. , .
<br />
<br />(1),
<br />~
<br />to
<br />
<br />o
<br />o
<br />+
<br />
<br />a.:
<br />
<br />....----..........,..............
<br />
<br />160
<br />
<br />i
<br />i
<br />
<br />I
<br />
<br />........-
<br />
<br />.. .
<br />.......... .1.
<br />
<br />-. -
<br />
<br />- ,
<br />
<br />- --
<br />.."'T.
<br />
<br />-...
<br />
<br />...-
<br />
<br />_..- ..
<br />
<br />............ ........
<br />
<br />-. -
<br />
<br />- ..-
<br />
<br />Q)
<br />U')
<br /><t
<br />l.l)
<br />
<br />..
<br />
<br />......---...- ..
<br />
<br />165
<br />
<br />1\=11 X
<br />
<br />THIS DRAWING IS
<br />THE PROPERTY OF
<br />AAIX, AND IS NOT
<br />TO BE REPRODUCED,
<br />MODIFIED OR USED
<br />FDA ANY OTHER
<br />PROJECT OR EXTEN+..~
<br />SION OF THIS PRO.
<br />JECT EXCEPT BY
<br />AGREEMENT WJTH
<br />SAID COMPANY.
<br />
<br />Engineers Architects Planners
<br />
<br />800 Eighth Avenue
<br />P 0 BOll 2021
<br />Greeley. Colorado 80632.2021
<br />303 356 3930
<br />
<br />... .....
<br />
<br />
<br />4560
<br />
<br />., .
<br />
<br />i ..
<br />
<br />-0
<br />.~
<br />o
<br />.0:::
<br />-(.9.
<br /><9
<br />.____.2
<br />f'-
<br />(f)
<br />X
<br />-w
<br />
<br />.~~.~.9.______ ...
<br />
<br />__':_4549 .. ....
<br />
<br />........
<br />
<br />
<br />;
<br />
<br />.:J:
<br />---..---..-G.)---....,-
<br />I- :
<br />-<{ :
<br />~
<br />
<br />o
<br />.0
<br />u);
<br />(0-
<br />
<br />-I'<)
<br />-(\I
<br />-..-----(0---: .......,.-... ..
<br />- <.D '
<br />,.j.1
<br />
<br />.. . ..---..- - ..
<br />
<br />.j.
<br />
<br />':O..i
<br />-(1)
<br />+-.
<br />
<br />i..
<br />
<br />170
<br />
<br />175
<br />
<br />SCALE
<br />
<br />\"= 100' HQR,
<br />1"=10' VERI
<br />
<br />NAC
<br />JGF
<br />JDA
<br />
<br />TOWN OF WIGGINS
<br />MORGAN COU NTY. COLORADO
<br />
<br />DRAWN
<br />CHECKED
<br />APPROVED
<br />
<br />PLAN AND PROFILE
<br />
<br />DATE JANUARY. 1987
<br />PROJECT NO 86136 00
<br />
<br />PROJECT I 1%
<br />KIOWA CREEK FLOOD
<br />PROTECTION IMPROVEMENTS 26
<br />
|