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<br />\3,000 E \ <br />\ <br /> <br />12,500 E <br /> <br />m4560 <br /> <br />mm.ot5.5Q.... <br /> <br />4540 <br /> <br />~ <br /> <br />o <br />T.H.21 <br /> <br />115 <br />r <br />S 06005"23.6" W <br /> <br />~. <br /> <br />" <br /> <br />1 <br /> <br />:.. . .: .. . <br />~ .. . .. ~. <br />Im'mm ....... ..... .......m.mlmm <br /> <br />. . <br />: : : <br />i i:..: 1 . <br />: : : <br />[ .. i . j' . <br />. .. .... ..... <br />. . . <br />: : . <br />. . . <br />. . . <br />. . . <br />. . . <br />.. ... ..... <br />, : . <br />. . . <br />.. . <br />. . . <br />. . <br />: :..' . <br />. . <br />. . <br />: ... :. ... . <br />'................... ..............L....................................-'..................... <br /> <br />~ <br /> <br />1-1 <br /> <br />a:l <br /> <br />~ <br />(f) <br /> <br />w <br />Z <br />...J <br /> <br />:I: <br />U <br />I- <br /><l <br />::!: <br /> <br />-~ <br /> <br />"J <br /> <br />. tn. <br /> <br />u <br /> <br />.................................,....~..' <br />C:l <br />..,-j <br /> <br />., <br />Cl., <br />q <br />n: <br />"1 <br /> <br />i--- <br /> <br />~\ <br />~l <br /> <br />~ <br /> <br />~ <br /> <br />STA,121iOO TO STA, 123+00 <br />REMOVE,S DTSfOSE' O~ DEBRI~ <br />AS REO fI, <br /> <br />BM 6 & <br /> <br />(]I <br />(]I_ <br /> <br />(]I <br />(]I_ <br /> <br />---===- <br /> <br />STA, 119+3U ~ , <br />105 L.F. DF IS" C.S.P, REQ D, <br />1.18" CONTROL GATE WEST END <br />FLON-INE 1'0 MATCF'l EXIST, DtTCH <br /> <br />l <br /> <br />f <br /> <br />I!. <br /> <br />)l <br /> <br />11 <br /> <br />B.11, <br /> <br />............................................................................................. <br />. . <br />. . <br />6 140' :t LT' : . S1-A, . 119+20 f <br />TOP OF NO,. H REBAR15't SOUTH <br />OF FIELD ROAD INTERSECTION <br />~~Ev;=4~4G,73. . <br /> <br />! <br /> <br />o <br />o ----- <br />.+ />---- <br /> <br />a:l r <br />-I-~-./\f <br /><( <br />~ <br />if) <br /> <br />- ~ . r--,-:~.--.:.. <br />: \ "k <br />U ~'FILL <br />:. :~\'IITH <br /> <br />w <br />Z <br />....J <br /> <br />. .~ <br />.~ <br /> <br />cO <br />.<0 <br />..0 <br /><0 <br /> <br />o <br />o <br />-+- . <br />liS <br /> <br />I <br /> <br />120 <br /> <br />~ <br /> <br />0' <br />-.\ <br /> <br />z <br />o <br />o <br />~ <br /> <br />~ <br />~ <br /> <br />... ''i. <br /> <br />~ <br /> <br />~ <br /> <br />\ <br /> <br />ROBERT W. ltHOMAS <br />~ 6f~ <br /> <br />STA, 127+50 TO STA, 13Q+oQ <br />r EXtSHNG E(!UtP11fNT TO liE.. RELOCATED. <br />CONTRACTOR TO COORDINATE wlrH THE <br />OWNER <br /> <br />i\ <br />al <br /> <br />Q,I- <br />[I ~ <br />...."f ...1: <br />:- ~ <br /> <br />-=l=Or-lSTRUCTlONm <br />t1\SI'MENf' bfll} <br />- - '\)~Qo <br /> <br /> <br />" ~ -~ -----: ....-- <br />.!.. --- ----'- <br /> <br />:::::!: I ~ 0 ~- <br />::.~ no02Jlml8.~W ~_ <br />.,N <br /> <br />1jTA. 122+60 t FILL EXIST, <br />~ENCH SiLO AS REQ~D, FILL <br />\ II\iiFRIAL'TO RE SANDY SILTY CLAY <br /> <br />STA. ,1;26+08 ~ <br />FfEl.J) ,ENTRANCE REQ'D. <br />'- iB'!'f~Et. SURfA~f,!( RQA~' <br />L~ WEST, lLlO NORTH <br />Ok MAX,GRADE <br />.. <br /> <br />+ <br /> <br />+ <br /> <br />\ <br />1 <br />I <br />P. I. 126.#07.58 <br />~"l <br />P. I. 119+ 19.90, P'''''A~~T _ EASEJ'\'~ ' ": . <br /> <br />--"~~~" L--- f <br />-r E. '\ 0_ ~ >j. <br />,/ \ ~S.0?~5';i04.\ ~,Y' <br />/ \0 ~~T . <br />~--- <br />'L-::::--- <br /> <br />- -{ .~- -- <br /> <br />- <br /> <br />PERMANENT EASEMENT <br /> <br />.... <br /> <br />:CONSTRUCI I ON <br />EASEMENT (TYP) <br /> <br />ROBERT W. THOMAS <br /> <br />~\ <br /> <br />T <br /> <br />6.G, ~ 0/<;> <br /> <br />~\ <br /> <br />...... <br /> <br />. <br /> <br />+ <br /> <br />~\ <br /> <br />~ <br /> <br />'f <br /> <br />>'.., <br />~.~~ <br />"" ;~ <br /> <br />...;i,. <br />.~ ~" <br />J:...,~ ~ (l I <br /> <br />+~. <br /> <br />I <br /> <br />$1. 133+~~ <br /> <br />EASEMENT <br /> <br />ST A, 139+77 WELL:' HO~ <br />BEf,LACE EXIST,\REA6062~. <br />10' PLASTIe--r Btll I <br />IRRIGATION PIP\; I Y <br />wi 105 L, F . 0 ' <br />D.I,P. '!l; 28 <br /> <br />FOR DETAILS10F(CULVERTS <br />SEE SHEET 1. WORK BY I <br />MORGAN COUNTY) <br />FOR DETAILS OF 27 <br />LEVEE FLOOD GATE <br />STRUCTURE @ <br />COUNTY ROAn "p" <br />SEE SHEET I { <br /> <br />STA, 133+20 + <br />FIE~D ENTRANCE REO'D, <br />165 OF GRAVEL <br />SURFACED ROAD SOUTH <br /> <br />REA <br />60619 <br /> <br />TO BE INCLuTIED IN THE <br />Ll1'IP SL\"1 BID FOR PROJECT I, <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 />.. ....00...00.... ..... nom......... mnom........ <br /> <br />PROFILE - TOP OF LE' EE . <br /> <br />I' <br /> <br />- <br />- <br /> <br />.. . : -'-'-;"";' . <br />.. . . .:.----:--.-... ~.--- <br />~~---~ ... ~.---. <br />[ <br /> <br />. <br /> <br />! <br /> <br />5T, ,~ <br />S.I _., <br /> <br />51 LgA~ cR~~E' 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 />125 <br /> <br />.. . <br /> <br />... <br /> <br />....... <br /> <br />.. ... <br />.. ... <br />t:.XI~ liNG. GROUND LINE. <br /> <br />'.. ...... <br /> <br />.... ..... m'........ ........ <br /> <br />130 <br /> <br />1\=11 X <br /> <br />.... <br /> <br />~ <br /> <br />STA. 35+85 <br />MATCH EXISTING <br />ROAD <br /> <br />z <br />o <br />o <br />~ <br /> <br />5 <br /> <br />r:~ <br />I::; <br />4 irj <br /> <br />STEVE D. BRUNTZ <br />GARY D. BRUNTZ <br /> <br />+ <br /> <br />3821 <br /> <br />13,000 E <br /> <br />3 <br /> <br />~~GNETIC l~ <br /> <br /><t ROAD @ LEVEE <br />= STA. 29 + 85 <br /> <br />P. I. 140+44.03 <br />END WORK BY MORGAN COUNTY <br /> <br />o <br />o <br />+ <br />10 <br />~ <br /> <br />""""'~CONSTRUCTION EASEMENT ~ <br /> <br />... ~O P.L 142 ... 61.40 <br />... <br />.... <br />... <br />.... <br />.... <br /> <br />-~ S 040 IS'59.S" W <br /> <br />T STA,142+81:!: FIELD <br />lENTRANCE REO'D, 130' w <br />OF GRAVEL SURFACED Z <br />ROAD NORTH ...J <br />:I: <br />U <br />I- <br /><( <br />::!: <br /> <br />reO <br /> <br />~ <br /> <br />fOR IJETAILS OF <br />~ OVER~EAD POWER <br />, w.....;._ I RELOCATION SEE <br />> . SHEEiT 11 (wORK BY <br />:~...... U MORGAN CO,) REA 6062 <br />"':t.~ .~ '~TA, TI.9t34 BEGtN 3i.2r- <br />. . "'-"':,. .' ~RK ay MORGAN COUNTY \ <br />,~ ,. <br /> <br />"V. ~ / T~~ P.I. 136+65.20 ~1~1 <br />. ~~ Vb> > ., / <br />.... ~ I <br />.... ~(h~"'~ '.. "~ASEMENT 11 <br />'Y. ....... / . -- - __ I l1 <br />~ ....... r __ I <br />/ -0 <br /> <br />&- .-1--; --S03 f47'02.0"~ i. <br />~ . ~6'0 <br />I;:,.~oab <br />9~ '0, <br />... Ii- <br />;. '~ <br />Ij 1.... <br /> <br />Zl6~~f8~ ~ <br />~ ~ <br />(Xl 2~ <br />- <br /> <br /> <br />.~~IIin <br />.S1.. ~;~ g . <br />)i::n::loti <br />. ~ . ~. ~ ~ <br />0% <br />1. 1.4 DJo! <br />:-\". ," .. : \. <br /> <br />.. '. . ..... <br />. . <br />.~~t:Oli~{~i{:::J'TA!~ <br /> <br />j -~ <br /> <br />I-o.-J <br />~ <br />T.H.24 <br />PERMANENT <br />EASEMENT <br /> <br />"f <br /> <br />1 <br /> <br />26 <br /> <br />FOR COUNTY ROAD "p" <br />DETAIL SEE SHEET II <br />(WORK BY MORGAN COUNTY) <br /> <br />i I <br />'25 <br /> <br />ERNEST E. SNYDER <br />BETTY J. SNYO;::R <br /> <br />STA. 24 + 20 <br />MATCH EXISTING <br />ROAD <br /> <br />mmmmm....m.....~...;~.,..m7.ri2D;.mfm.~~!,.....:~.~;::......i39~34:m.......... <br />! SPIKE IN t10R{;AN :Co.! REA <br />! pouG062D NORTHSIpE, ..... <br />· CO. Rp.. :pi, . :ELEV. :=<tfJ54.81 <br /> <br />...... . <br />.......................................... <br /> <br />Sf'!T 111) <br /> <br />. . <br />. . <br />. . <br />. . <br />. . : ! . .+ 0;\00% <br /> <br />-. <br /> <br />~,...,...;....; <br /> <br />.. '\ ~ _.....:-~-'-'--'- <br /> <br />.:....:.......:. <br /> <br />.t: <br /> <br />. <br /> <br />: <br /> <br />. . <br /> <br /> <br />>- <br />.~ <br />.~ <br /> <br />.. j- <br />. >-. <br />.z. <br />.::> <br />.0- <br /> <br />. <br /> <br />.~ <br />o <br /><0 <br /> <br />:co <br />. .C\) <br />.f") <br />.<0 <br /> <br />.<( <br />. <D <br />."" <br />.0- <br />a: <br />.r <br /><l:> <br /> <br />... <br /> <br />o <br />.~ <br /> <br />..~ <br /> <br />.0 <br />0: <br />. . +! <br /> <br />. >-. <br />.CY.>"" ...:J. m. <br />ct-;I~ . ~ ~ <br />'''''''1_ 3.0- <br />.-<1;;, ~:s: <br />. <(. ~ ::~ p <br />.>--'::J..hZ. <br />.<f}<-y...U'w <br />140 <br /> <br />~! <br />.[ <br /> <br />135 <br /> <br />THIS 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 WlTH <br />SAIO 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 />.0 <br />. :;:. <br /> <br />co <br />~. <br />rr>. <br />~. <br /> <br />co <br />f") <br />C\Ji <br />. .<O! <br /> <br />mm~mmmg <br />.+. . + <br /> <br />0... <br /> <br />..- <br />: :0.: <br /> <br />, <br /> <br />12,500 E <br /> <br />1 5 <br /> <br />z <br />o <br />g <br />a> <br /> <br />12.000 L <br /> <br />--1-- <br /> <br />... <br /> <br />........................................................ .................. <br />... . '" <br />.... ... <br />.... . ... <br />.... . ... <br /> <br />. ..... <br />.... ... . <br />.... ..... <br />. ..... <br />.......................................................-............... <br /> <br /> <br /> <br /> <br />4560 <br /> <br />........................................ .............. <br /> <br /> <br /> <br /> <br />4550 <br /> <br />4540 <br /> <br />w <br />zO <br />:::i~ <br />,n <br />:1:.;:-.: <br />. U Y. <br />1--:-: <br /><If=! <br />::!: U) . <br /> <br />ex:> <br />to. . <br />N <br />.<0 <br />b <br />() <br />+ <br /> <br />145 <br /> <br />TOWN OF WIGGINS <br />MORGAN COU NTY. COLORADO <br /> <br />SCALE 1"= 100 HOR <br />1"- 1U' VERT <br /> <br />DRAWN NAC <br />CHECKED J G F <br />APPROVED J 0 A <br /> <br />PLAN AND PROFI LE <br /> <br />DATE JANUARY, 1987 <br />PROJECT NO 86136 00 <br /> <br />PROJECT I I~ <br />KIOWA CREEK FLOOD <br />PROTECTION IMPROVEMENTS 26 <br />