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<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 />