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Last modified
11/23/2009 1:21:20 PM
Creation date
10/4/2006 9:35:25 PM
Metadata
Fields
Template:
Floodplain Documents
County
Logan
Community
Crook
Stream Name
Town of Crook Sub-Drain and South Platte River
Title
Town of Crook Sub-Drain and Flood Control Improvements Bid Schedule I - 14 Sheets: Ditch Cross Sections
Date
6/1/1990
Prepared For
Crook / CWCB
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br /> \ <br /> / \ " I <br /> / V --L <br /> \ ! - <br />- - - <br /> 0' , <br /> 1\ ~ I <br /> I / C\I <br /> I 0 It <br /> I'- FENCE <br /> "., <br /> , 29.5' / 1 --i' <br /> \ W <br /> 4 ' \ .--II / ( MAINTENA CE <br /> - 6' - - 6' - / 2.5 ROAD <br /> \ 00 / STA 169+8 .54 <br /> >- N I N FILL AREA = 0 q ft <br /> ~ t') U ui AREA = 16 sq ft <br /> ~ f- a> CUT <br /> 0:: 0 0 <D / <br /> ::> r-- \ t') <br /> (fl t') <br /> \ I / <br /> 50 70 90 11 <br /> ~ '- 10 30 <l <br /> <br /> 12' <br /> +- <br /> lO' <br /> '" <br />29.5' I'- <br />"., <br /> FENCE <br /> ...J <br />1 W, <br /> <br /> 12' <br /> STA 159+8~ .95 - ~ <br /> - FILL ~REA = 0 s ft / -- <br /> - - AREA = 135 sq ft I <br /> CUT ~ <br /> - <br />- <br /> / , <br /> \ 1 , , <br /> 0 I <br /> "': <br /> 0 It. <br /> 0 FENCE <br /> I I 2.5 I'- <br /> "., <br /> \ <br /> 38 i9.5' ...J <br /> \ ~ W <br /> I-- 6' - I-- 6' - <br /> 1/ l M~INTENANCE <br /> 100 <br /> >- ~ T <br /> ~ c;j \ U t') <br /> f- a> <br /> 0 0 <D <br /> ::> r-- It') <br /> (fl t') <br /> 1\ 70 90 11 <br /> 30 50 <br /> <br />3700 <br /> <br /> <br />3704 <br /> <br />- <br /> <br /> <br />......-- <br /> <br />STA 154+8661 <br />FILL REA = 0 s ft <br />CUT REA = 142 sq ft <br /> <br />/ <br /> <br /> <br /> <br />......-- <br /> <br />STA 174+8 93 <br />FILL REA = 0 s ft <br />CU AREA = 100 sq ft <br /> <br /> <br /> <br /> <br />~ <br />174+ 87.93 <br /> <br />/ <br />/ <br /> <br />3696 <br /> <br /> <br />2.5 <br /> <br />/ <br /> <br />6' <br /> <br />6' <br /> <br />-- <br /> <br />-- <br /> <br />3700 <br /> <br />>-00 <br />~~ <br />o::~ <br />::><D <br /> <br />00 <br />I~ <br />U' <br />f-t') <br />_ a> <br />O<D <br /> <br />>-ll) <br />~r-: <br />0::8 <br />::>r-- <br /> <br />6' <br /> <br />6' <br />00 <br />Ia> <br />U' <br />f-ll) <br />_a> <br />O<D <br /> <br />3692 <br /> <br />30 <t <br />154 + B'6.61 <br /> <br />70 <br /> <br />90 <br /> <br />110 <br /> <br /><t <br />55+00.28 <br /> <br />10 <br /> <br />50 <br /> <br />30 <br /> <br />10 <br /> <br />3696 <br /> <br />50 <br /> <br />.30 <br /> <br />10 <br /> <br />10 <br /> <br /><k. <br />74 +98.44 <br /> <br />30 <br /> <br />\ <br />\ <br />I~ <br /> <br />3702 <br /> <br /> STA 150+0 ~ ft <br /> FILL AREA = 0 l I <br /> CU' AREA = 12 sq ft <br /> ~ I <br /> ~ - - / <br /> r <br /> >- 00 II 0 / <br /> ll) <br /> ~ 0 N <br /> c;j ~ a> <br /> 0:: 0 \ / .0 <D / <br /> ::> r-- t') <br /> (fl t') <br /> 4f\::: / 1 <br /> ~ I / <br /> - r-- 5' <br /> -5' I 2.5 <br /> - <br /> J 11 <br /> Y50 70 90 <br />30 10 <t 10 -~ I <br /> 50+00.00 <br /> <br />3702 <br /> <br />3698 <br /> <br />3698 <br /> <br />3694 <br /> <br />o <br /> <br /><l <br />150 +00.00 <br /> <br />3694 <br /> <br />30 <br /> <br />10 <br /> <br />69 + 99.05 <br /> <br />169 +88.54 <br /> <br /> <br />3700 <br /> <br />-.....-.. <br />"- ~ STA 145+00 28 <br /> FILL REA = 0 sc ft <br /> ~ CUT ~REA = 123 sq ft I <br /> ....... <br /> \ (I / <br /> / / <br /> ~I / 1 <br /> ,,~ <br /> - -5' <br /> I / 2.5 <br /> - I- 5' <br /> ~ ~ 0 <br />>- I 0 <br />~ <D U N <br />a> f- a> <br />0:: a> ~I 0 <D <br />::> <D t') <br />(fl t') : <br /> 90 11 <br /> 0 50 70 <br /> <br />3702 <br /> <br /> <br />/ <br /> <br /> <br />-- <br /> <br />02.49 <br />sq ft <br />46 sq ft <br /> <br />STA 16 <br />L AREA = <br />T AREA = <br /> <br />4' <br /> <br /> <br />3696 <br /> <br /> <br />o <br />I<D <br />U' <br />f-~ <br />_ a> <br />O<D <br />t') <br /> <br />2.5 <br /> <br />3698 <br /> <br />6' <br /> <br />>-0 <br />~:::: <br />0::0 <br />::>1'- <br />(flt') <br /> <br />3692 <br /> <br />o <br /> <br /><t <br />45+00.26 <br /> <br />3 <br /> <br /><l <br />145+00.26 <br /> <br />10 <br /> <br />30 <br /> <br />10 <br /> <br />3694 <br /> <br />65+13.00 <br /> <br />~ <br />165 +02.49 <br /> <br />50 <br /> <br />10 <br /> <br />30 <br /> <br />30 <br /> <br />10 <br /> <br />3702 <br /> <br />t. <br />40+01.10 <br /> <br />3700 <br /> <br />~ <br /> <br />STA 140+0 .10 <br />FILL AREA = 0 s ft <br />CUT AREA = 118 sq ft <br /> <br />3698 <br /> <br />~ <br /> <br />'\ <br /> <br />3696 <br /> <br /> <br />DRAWN <br />CHECKED <br />APPROVED <br /> <br /> <br />30 <br /> <br />1 <br /> <br />o <br />Ill) <br />U. <br />f-~ <br />_a> <br />o <D <br />t') <br /> <br />3694 <br /> <br /> >-<D <br /> ~~ <br /> o::~ <br /> ::><D <br /> (flt') <br />10 <t 10 <br /> 40 +01.10 <br /> <br />30 <br /> <br />70 <br /> <br />90 <br /> <br />110 <br /> <br />3694 <br /> <br /><t <br />59 +99.62 <br /> <br />10 <br /> <br />10 <br /> <br />~ <br />159 +85.95 <br /> <br />30 <br /> <br />SCALE <br /> <br />nilS DRAWING IS <br />lHE PROPERTY OF <br />ARIX, AND IS NOT <br />TO BE REPRODUCED. <br />MODIFIED OR USED <br />FOR ANY OniER <br />PRMCT OR EXlEN- <br />SlON OF TIllS PRO- <br />JECT EXCEPT BY <br />AGREEMENT Wlni <br />SAID COMPANY. <br /> <br />Lk~[]~~ <br /> <br />140 +01.10 <br /> <br />A Division of Versor, Inc. <br /> <br />Greeley, Colorada <br />Grand Junction, Colorado <br />Rlverton. Wyoming <br />Provo, Utah <br />Tempe. ArIzona <br /> <br />DATE <br />PROJECT NO. <br /> <br />6723 <br /> <br />.,"-,'...",., <br /> <br />12' <br /> <br /> <br />I <br /> <br />+- <br /> <br />\D <br />"., It <br />f2 FENCE <br />'''' <br />...J <br />W <br /> <br />,MAiNTEN NCE <br />ROAD <br /> <br />70 <br /> <br />90 <br /> <br />110 <br /> <br />12' <br /> <br />~I <br /> <br />o <br /> <br />MAINTENA CE <br />ROAD <br /> <br />70 <br /> <br />90 <br /> <br />110 <br /> <br />o <br /> <br />AS SHOWN <br /> <br />TOWN OF CROOK, COLORADO <br /> <br />RJL <br />JDA <br />GWB <br /> <br />SUB-DRAIN AND FLOOD CONTROL <br />IMPROVEMENTS <br /> <br />3/13/90 <br />9062.00 <br /> <br />12/ <br />/14 <br /> <br />DITCH CROSS SECTIONS <br />
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