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FLOOD01563
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Last modified
11/23/2009 12:58:15 PM
Creation date
10/4/2006 10:07:05 PM
Metadata
Fields
Template:
Floodplain Documents
County
Morgan
Community
Wiggins
Stream Name
Kiowa Creek
Title
Flood Protection Improvements, Project 2 - Sheet 4
Date
12/1/1987
Prepared For
Wiggins
Prepared By
ARIX Engineers Architects Planners
Floodplain - Doc Type
Drawing/Map
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<br />\30 ON <br /> <br />- <br /> <br />o <br />o <br />o <br />[T1 <br /> <br />LESTER W. BUSCH <br />HELEN D. BUSCH <br />DANIEL L. BUSCH <br /> <br /> <br />STA. 20+0":': 80 L T <br />FIELD ENTRANCE <br />145 L.F. OF GRAVEL <br />SURFACE ROAD <br />101, MAX. GRADE <br /> <br /> <br />.- <br /> <br />N <br />.0 <br />o <br />o <br />[T1 <br /> <br /><.J1 <br /> <br />\ g. <br /> <br />~ COLORADO D;ARTMENT <br />\ OF HIGHWAYS DRAINAGE \ <br />EASEMENT <br /> <br /> <br />\ <br /> <br />70' TOWN OF WIGGINS <br /> <br />50' CONSTRUCTION ESMT. <br />(TYP. ) <br /> <br />MATCH' LINE SHT.:3 <br />ST A. 19+50 BK.= 18+27.14 AH. <br /> <br />STA. 18+27 TO <br />STA. 20+04 <br />177 L.F. OF GRAVEL <br />SURFACE ROAD (SEE <br />DETAIL SHT. 6) <br /> <br />p.1. 18+66.78 <br />~= 28005'42" RT. <br /> <br />STA. 18+27 TO STA. 24+36 SOIL CEMENT <br />SLOPE PROTECTION FOR LEVEE <br />SEE CROSSECTIONS AND DETAIL SHT. 6 <br /> <br /> <br />p.1. 20+03.49 <br />6= 25023'10"LT. <br /> <br />p.1. 21+40.74 + <br />6= 40005'15" LT. <br /> <br />12500N <br /> <br />+ <br /> <br />LOUISE W. BUSCH <br /> <br />12000N <br /> <br />+ <br /> <br />....45.55 <br /> <br />.. ..:455.0... <br /> <br />45.4.0 <br /> <br />, . . <br />.......:....................... <br /> <br />15 <br /> <br />TOWN OF <br /> <br /> <br />~"GG'" <br /> <br /> <br />\ <br /> <br />+ <br /> <br />LESTER W. BUSCH <br />HELEN D. BUSCH <br />DANIEL L. BUSCH <br /> <br />tv <br /><.J1 <br />o <br />o <br />[T1 <br /> <br />Y' <br />o <br />o <br />o <br />[T1 <br /> <br />(;:i <br /><.J1 <br />o <br />o <br />[T1 <br /> <br />3844 <br /> <br />rJ .. <br /> <br />./> <br />a <br />o <br />o <br />[T1 <br /> <br />r1 <br /> <br />LOUISE W. BUSCH <br /> <br />,J. <br /> <br />r. . <br /> <br /> <br />- <br /> <br />~~.. <br />~- <br /> <br />-- ----:.=. <br /> <br />.;;::"" -;;...--:!":r tp"- <br /> <br />= <br /> <br />G' <br /> <br />~ <br /> <br />~ <br /> <br />/ --. <br />12 500 N <br /> .~, <br /> ~ <br />... <br />.. <br /> / <br /> -- -- <br /> <br />~~ <br />p.~ <br />~ <br />01 <br />~ <br /> <br />10 <br /> <br />l' <br /> <br />~!! <br /> <br />STA. 22+36 TO STA. 31+60 <br />FILL LOW AREAS ON NORTH <br />SIDE OF LEVEE AS REQ'D. <br />TO MAItHAIN SLOPE OF <br />-0.10. FILL SHALL NOT EXTEND <br />MORE T~, 15'NORTH OF LEVEE <br />TOE. <br /> <br />III <br /> <br />t\ <br /> <br />r:, c;y. ~ <br />, -.p."~ <br />...~~ ~ <br />#,'A' <br />~~ ~ <br />f5,.~- <br />~Q~ <br />~ ~ <br />~ 'f..0 <br />~e~ <br />~~~ <br />. ~v <br />~ <br /> <br />'.:> <br />.. <br /> <br />. \J: <br />" <br /> <br />= <br /> <br />~ <br /> <br />STA. 31+.'!5 TO <br />STA. 35+.f,9 .p <br />324 L.F...OF <br />GAA"'E.L S\)RFACED <br />ROAj2. (SEE DEJT~I L SHT. <br /> <br />J\ <br /> <br />STA. 31+~5:': 900 LT. <br />FIELD ENTRANCE <br />124 L.F. OF GRAVEL <br />SURFACE ROAD REQ'D. <br />10% MAX. GRADE <br /> <br />-.10'b SLOPE <br />- <br /> <br /> <br />~ <br /> <br /> <br />STA. 21+41 SOIL CEMENT <br />PROTECTION FOR WELL <br />SEE DETAIl SHT. 6 <br /> <br />50' CONSTRUCTION ESMT. (TYP.) <br /> <br />..' <br /> <br />SEE SHT 3 FOR <br />IRR IGAT ION RELOCATION <br />IN CHANNEL <br /> <br />STA. 22+01 <br />Ne:W IRRIGATION FACILITIES <br />SEE DETAIL SHT. 6 <br /> <br />90' TOWN OF WIGGINS <br /> <br />-' <br /> <br />p.1. 22+35.73 <br />6=5IOI2'04"LT. <br /> <br />\ <br />\ <br /> <br />\ <br />\ <br /> <br />SEE SHEET 3 FOR <br />FOR CHANNEL IMPROVEMENTS <br /> <br />+ <br /> <br />+ <br /> <br /> <br />I <br />I <br /> <br />\ <br /> <br />" <br /> <br />'l,. <br /> <br />I <br />I <br />L <br /> <br /> <br />~ <br />u <br /><l: <br />a:l <br />. '.' ..OJ .... <br />10 '0- Cl.. . <br />+. <br />11l.lf) . . . <br />-" w' <br />c:i~Cl.. <br />. . .. ~ ,(!) 0 <br />:...:.0:~0. ' <br /> <br />'pSQ1L <br /> <br />. . '0.: <br /> <br />..:~2" <br />: :~..t; <br />ww. <br />ut- <br />a <br />J 0:: . <br />;. 'OCl. <br />. . . ,If) w : . <br />'...................a <br />.00, <br />'z .. <br />'w~: <br />. . .1.0 <br />to <br />+ <br /> <br /> <br />w <br />W' <br />>. <br />w. <br />:.J <br />'<to <br />eT! : . <br />to. <br />.~. <br />.; .:.J <br />W:' <br />25 <br /> <br />W~ <br />ZW <br />_W <br />...I> <br />W <br />:J:2 <br />1-0' <br /><l:<Xl <br />::Erri <br />10 <br />. '..:.1 <br />W <br /> <br />~ <br />W <br />..!~ <br />....iW. <br />... ':::;;..l. <br />. ..................... .....~.. ":':-"'...... <br />;0 <br />!~ <br />-: r<> . <br />i~ <br />. : .:.J .. <br />.:::W: <br />2.0 <br /> <br />o. <br />.+: <br /> <br />~. <br />W" <br />W' <br />> <br />w. <br />.. .. ..~;..g.. <br />. 'L.. ~ : . <br /> <br />ii~ <br /> <br /> <br /> <br />~~ <br /> <br />30 <br /> <br />.. 't* <br /> <br />~ <br /> <br />... <br /> <br />STA. 32+24:': <br />80 L.F. OF 18" <br />CMP, 1-18" CONTROL <br />GATe: AT SOUTH Er-o <br />SOUTH I!'N. = It5.2 <br />NORTH !!'N. = 45.0 <br /> <br />STA. 35+19.:': 9.00 RT. <br />FIELD ENTRi'NCE <br />130 L.F. OF GRAVEL <br />SURFACED ROAD (SEE <br />DETAIL SHT. 6) <br /> <br />....., <br /> <br />" <br /> <br />12 600 N <br /> <br />~g <br /> <br />,~-+ <br />,", <br /> <br />l"I <br /> <br />IC' It <br />J <br /> <br />i:l <br /> <br />!':' <br /> <br />+ <br /> <br />~ <br /> <br />-" <br /> <br />STA. 32+70:': <br />80 L.F. ~~' <br />CMP, 1-24 I ROL <br />GATE AT S H END <br />SOUTH INV. = 43.9 <br />NORTH INV. = 43.7 <br /> <br />r~/ <br /> <br />~~/ <br />" ~ <br />/ <br /> <br /> <br />.> <br /> <br /> <br />? <br />~~ <br />/,~~ <br /> <br />~,,'v <br />s,G <br />~~ <br />~G~ <br />",.,p'O <br /> <br />~ <br />./ <br /> <br />LOUISE W. BUSCH <br /> <br />,- <br />--~ <br /> <br />. : : : : , ~EXIST.:LlvE~: : . . <br /> <br />::.:..4550 .. <br /> <br />~~~~~.-J.~:~ <br /> <br />J <br />., <br />, <br />I <br /> <br />4.5..... <br /> <br />45.40..... <br /> <br />W. <br />W' <br />> <br />W. <br />:.J : . <br />..tm <br />'~ <br />!~ <br />.:.J' <br />lJJ : . <br />3.0 <br /> <br />w.. <br />W" <br />>:.' <br />w.. . <br />:.J : . <br /> <br />. ''';'; co' . <br />. . . .0.: l'-i : . <br />. .> <;t . <br />:<~id: <br /> <br />35 <br /> <br />I\~IX <br /> <br />TH IS DRAWING IS <br />THE PROPERTY OF <br />ARIX, AND 15 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 />SAID COMPANY. <br /> <br />SCALE HOR,I"= 100' <br />VERT. 1"=5' <br /> <br />DRAWN RIM <br />CHECKED ,I n A <br /> <br />APPROVED L J A <br /> <br />TOWN OF WIGGINS <br />MORGAN COU NTY COLORADO <br /> <br />PLAN AND PROFILE <br /> <br />Engineers Architects Planners <br /> <br />800 Eighth A....enue <br />POBox 2021 <br />Greeley, Colorado 80632.2021 <br />303 356 3930 <br /> <br />DATE DEC. 1987 <br />PROJECT NO, 86136 00 <br /> <br />PROJECT ]I <br />KIOWA CREEK FLOOD <br />PROTECTION IMPROVEMENTS <br /> <br />
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