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<br />,Z <br />o <br />.g <br /> <br />12 000 E <br /> <br />~~ <br /> <br />\ <br />\ <br /> <br />~\ <br /> <br />..4590 <br /> <br /> <br /> <br />454Q : <br /> <br />4535 <br /> <br /> <br />'0 <br />o <br />'+ <br />_ .l.Q .' <br />.N <br /><[ <br />.... <br />.(/) <br /> <br /> <br />SURVE <br />ENTER <br />o <br />0-- <br />+ s ao 3 <br />(.0 <br />N <br /> <br /> <br />W <br />2 <br /> <br />..J .. . . . . . . <br />....................:..::;f0.~ <br /> <br />r <br />u ;/ <br />..,.. <br /><t <br />~ <br /> <br />.................................0 <br />C\(. <br />CO. . <br />t<l <br />0, <br />. 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THOMAS <br /> <br />STA. 31+50 :l: G~<O It) <br />GROUTED RIP RAP AT <l:::>~ w..... <br />EXIST.-I'IELL REQ'D ~~N!;t~ <br />SEE DETArL SHEE110 f-..J'" u'" <br />\ z..J<l: 9<l: <br />\ -~~~ ~~ <br /> <br />15 S: 'tf7 ~f Q(}" tl <br />~ <br />""'" TOE <br /> <br />+ <br /> <br />+ <br /> <br />I STA 79+50 :l: <br />BEGIN LEVEE CONSTRUCTION <br />SEE SHEET 5 FOR PROFILE <br /> <br />TOP OF NEW SLOPE a <br />LIMITS OF CONSTRUCTION <br /> <br />50' CONSTRUCTION <br />EASEMENT (TYP) <br /> <br />PI. 28+ 28,00 CHANNEL <br />77-+ 95,19 LEVEE <br /> <br />STA. 29+10t <br />FIELD ENTRANCE REQ'D. <br />GRAYEL SURFACE9 ROAD <br />270 EAST, 130 WEST <br />10% MAX. GRADE ~ <br /> <br />W~ <br /> <br />STA. 43+80t TO STA. 53+85t <br />N~W IRRIGATION FACILITIES REQ'D. <br />lu05' OF 10" IRRIGATION PIPE & FITTINGS(PLASTIC) <br />1 SINGLE TURN OUT STRUCTURE. LOCATE AS SHOWN <br />(DETAIL ON SHEET 11) <br />ELEV. OF STRUCT. INV.=4551.1 ~ <br />ABANDON EXISTING IRRIGATION PIPE . L- <br />SALVAGE EXISTING VENT STACK ~ <br /> <br />~. <br /> <br />FIELD ENTRANCE REQD. <br />GRAVEL SURFACED ROAD <br />70' EAST,,290' WEST <br />10% MAXIMUM GRADE <br />1% CROSS SLOPE TOWARD DITCH. <br /> <br />+ <br /> <br />o <br />u <br />a <br />z _;.. <br />w <br /> <br />50'kCONSTRUCTION <br />EASt-ME NT (TYP) <br /> <br />EASEMENT T <br /> <br />FOR ADDITIONAL INFORMATION+ <br />ON L1M ITS OF CONSTRUCTION <br />SEE SHEET 10 AND CROSS <br />SECllONS <br /> <br />ROBERT W. THOMAS <br /> <br />60' R/W (TVP) <br /> <br />p.1. 30+86.06 <br /> <br />10' W I DE EARTH ROAD <br />SURFAC~8" fJJ'i)VE <br /> <br /> <br />SURRO~iING GAAOE <br /> <br />& <br />~~~ <br />~~.;.('~ <br />\ -j)o ~p-^ <br />~ ~\"0~-z,% <br />'1- c <br />. C? <br /> <br />STA, 26+50 TO STA.30+36 <br />SEE SHEET 9 FOR DETAILS <br />OF BRIDGE CHANNEL IMPROVEMENTS <br /> <br />~ <br /> <br />~o ZJ <br />'\ ~\ <br /> <br />~ <br /> <br />~ <br /> <br />Cl <br /> <br /> <br />.. ... .... -.-1.... . <br />.... .. <br />.... . <br />50Gl ::. <br /> <br /> <br />Ii M. 3 <br /> <br />150 1:tRT ,STA .'54+00:t : <br />SP. II4E . IN MORGI\N :CO ,REA :P.OLE <br />NORTH SI!;]E OF ico, RD, P: <br />.~~~v;=45)5;76 i:::: :.:: I: . <br /> <br />.!. . <br /> <br /> <br />. . . <br />. :. B. M, 2 PAil NT MARl< ON TOP OJ:' tONt. <br />~. \'1. SI DEO( 1ST PIER JRO~1 <br />BNRR BRIDGE,; <br />. EL~V~~4547~D8:' <br /> <br />BRI DtJE. PI ER.: . . <br />EAST END OF. . <br /> <br /> <br />... ..... <br />........ . <br /> <br />....;J <br />.W <br />Z <br />Z <br /><t <br />-'-:J: .. <br />..:0 <br />.. '(!) <br />2 <br />I- <br />...~ <br />..x <br />.w <br />. ':I: <br />.. U <br />. 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(/) <br />::Z." <br />o <br />:::0 <br />o <br />"'2 <br />. . .w <br /> <br />........---;- <br /> <br /> <br /> <br /> <br />o <br />10 <br />+ <br />t<l <br />.to <br /> <br /> <br /> <br /> <br /> <br />"0-" <br />. .~ (l) <br />, ' <br /> <br />'~l'~ <br />.....~~ <br /> <br /> <br /> <br />45 <br /> <br />50 <br /> <br />40 <br /> <br />35 <br /> <br />30 <br /> <br />3818 <br /> <br />:; <br /> <br />IREA 60618 <br /> <br />I <br />j/ 12,000 E <br />'I' <br />I <br /> <br />I <br />I, <br />, , <br /> <br />VENT STACK <br /> <br />REA 60617 <br /> <br />,)dll <br />4' <br /> <br />""'v-~ . <br />..i.'I.L'l~-~-- <br />- _.:- - .-..-.;: <br /> <br />a. <br />Cl <br /><l: <br />~ <br /> <br />>- <br />f- <br />Z <br />a <br />u <br /> <br />l <br />~. <br /> <br />......:...:...,.:...: <br /> <br />4550 <br /> <br />454?..... <br /> <br />. u ... _L..4 5 40_ . <br /> <br /> <br />SCALE <br /> <br />1"= 100' HOR <br />1"=10' VERT <br /> <br />NAC <br />JGF <br />JDA <br /> <br />TOWN OF WIGGINS <br />MORGAN COU NTY COLORADO <br />CHANNEL <br />PLAN AND PROF I LE <br /> <br />1\=tIX <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 WITH <br />SAIO COMPANY. <br /> <br />DATE JANUARY, 1987 <br />PROJECT NO 86136 00 <br /> <br />PROJECT I <br />KIOWA CREEK FLOOD <br />PROTECTION IMPROVEMENTS <br /> <br /> <br />Engineers Architects Planners <br /> <br />DRAWN <br />CHECKED <br />APPROVED <br /> <br />800 Eighth Avenue <br />POBox 2021 <br />Greeley, Colorado 80632-2021 <br />303 356 3930 <br />