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Last modified
11/23/2009 12:58:00 PM
Creation date
10/4/2006 10:31:01 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 /> \,l.&J <br /> , 12' I <br /> I I I 1/ <br /> I II - \. \ <br /> - , \ <br /> , 1\ I \ <br /> , ~ / <br /> , I') a> <br /> I ~ '<t 1 \ I <JJ <br /> It .0 U <Xi I <br /> 0:: 0 \ f- a> <br /> ENCE => f;; 0 <JJ <br /> (f) I') <br /> I ...........1'-........ L- ~ <br /> 2. 5 I <br /> O.! 1,1 <br /> 26' <br /> -q MAINTENAN E \ I-- 6' - I-- 6' 1- <br /> ROAD <br /> \ I <br />0 10 Cl 10 30 5 <br /> <br />~l <br /> <br />STA 194+23,35 <br />FILL AREA = 0 sq ft <br />CUT AREA = 86 sq ft <br /> <br />3706 <br /> <br />3702 <br /> <br />3698 <br />3 <br /> <br /><t <br />194+23.35 <br /> <br />94+35.48 <br /> <br />3706 <br /> <br />12 <br /> <br />STA 189+89.85 <br />ILL AREA = 0 sq ft <br />UT ARE = 87 sq ft <br /> <br />I <br />, <br />I <br />It <br />F NCE <br /> <br /> <br />6' <br /> <br />\ <br /> <br />o <br /> <br />a> <br />IO <br />U' <br />f-lXl <br />_ a> <br />O<JJ <br /> <br />3702 <br /> <br />>-lXl <br />an ~"1 <br />~I o:::g <br />", =>r-- <br /> <br />...J <br />W <br /> <br />3,5' <br /> <br />CL <br />MAINTENA CE <br />ROAD <br /> <br />1 <br /> <br />2.5 <br /> <br />6723 <br /> <br />. <br /> <br />1\"",~ <br /> <br />, <br />. <br />I. <br /> <br />/\ <br /> <br />r <br />~ <br /> <br />STA 204+99,59 <br />FILL AREA = 0 sq ft <br />CUT AREA = 176 sq ft <br /> <br />1 <br /> <br />3708 <br /> <br />o <br /> <br />70 <br /> <br />90 <br /> <br /> 12' <br /> +- I I <br /> I \ 17 <br /> 0 I - <br /> - <br /> : ,'" 1\ / - <br /> I 0 <br /> I'- 1 <br /> ft ", <br /> ...J <br /> FENCE w <br /> (to h ~ 1\ <JJ J <br /> I N <br /> ~~ 3~ ~IO / 1 <br /> _0 <br /> =>~ 0 r-- <br /> (f) I') <br /> \ i-- 6' - i- 6'- <br /> 1/ 2.5 <br /> I 29' 1\ 1/ <br /> .! \ I <br /> <t MAINTEN ~NCE <br /> ROAD <br />0 10 <t 10 2 b 50 70 <br /> <br />3704 <br /> <br />3700 <br />3 <br /> <br />90 <br /> <br /><l. <br />204+99.59 <br /> <br />104+98.64 <br /> <br /> <br /> <br />\ <br /> <br />/ <br /> <br />STA 202+70.67 <br />FILL AREA = 0 sq ft <br />CUT AREA = 57 sq ft <br /> <br />6' <br /> <br /> <br />3704 <br /> <br />1 <br /> <br />3708 <br /> <br /> <br /> <br />12' <br /> <br />/ <br /> <br /> <br /> <br />50 <br /> <br />70 <br /> <br />90 <br /> <br />. <br /> <br /> <br /> <br /> <br />I <br />, <br />i <br /> <br />I <br />It. <br />F NCE <br /> <br />/ <br /> <br />/ <br /> <br />I <br />>-11) <br />o ~~ <br />'<t <br />. => r-- <br /><D (f) I') <br />o <br />I'- <br />"', <br />...J <br />W <br /> <br />lXl <br />IlXl <br />U' <br />a> <br />~~ <br /> <br /> <br />3698 <br />30 10 10 <t 30 50 70 90 <br /> 90 +01.98 189 + 89.85 <br /> ./ "" <br />3706 <br /> 12' STA 18 +87.87 <br /> F LL AREA = sq ft <br /> UT AREA = 4 sq ft <br /> <br />3698 <br />30 10 <t 10 30 50 70 90 <br /> , <br /> 86+00.00 <k. , <br /> I >-a> I') I <br /> 185 +87,87 wl')1 I'<t <br /> > ' U' <br /> E\CE o::r-- f-a> <br /> =>R _a> <br /> 3704 O<JJ <br /> 0 Ll <br />3706 '" 2,5 <br /> 0 <br /> I'- <br /> "" <br /> 12' ...J <br /> STA 179 91.27 w <br /> -- FLL AREA = sq ft <br /> UT AREA = 31 sq ft <br /> -- ct MAl TENCE <br /> ROA 6' 6' <br /> I <br /> I <br /> 1 I 3700 <br /> Ft <br /> FENCE 30 10 <t 30 50 70 90 <br />3702 91+61.64 <t <br /> >-~ <br /> ~:;: 199 +49.51 <br /> 0::0 <br /> =>r-- <br /> (f)1') <br /> <br /> <br />3702 <br /> <br />I <br />I <br />It. <br />ENCE <br /> <br /> <br />6' 6' <br /> <br />0, <br />.q <br />'<t <br />o >-1') <br />:::; ~C'! <br /> <br />...J =>R <br />3 0, W, (f)1') <br />. . I <br />It M INTENANCE <br /> <br />\ <br /> <br />N <br />III) <br />U' <br />a> <br />O<JJ <br />I') <br /> <br /> <br /> <br />25 <br /> <br /> <br /> <br /> <br />~ <br />202 + 70.67 <br /> <br /><t AINTENCE <br />OAD <br /> <br />6' <br /> <br />6' <br /> <br />3700 <br />30 <br /> <br />10 <br /> <br />10 <br /> <br /> <br />102 + 82.80 <br /> <br />STA 199+49.51 <br />FILL AREA = 0 sq ft <br />CUT AREA = 131 sq ft <br /> <br />3708 <br /> <br /> <br />12' <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />3698 <br />30 <br /> <br />(t <br />80+01.78 <br /> <br />10 <br /> <br />10 <br /> <br /> <br /> SCALE AS SHOWN <br />O~~[]~~ THIS DRAWING IS <br />'!HE PROPERTY OF DRAWN RJL <br />ARIX. AND IS NOT <br />TO BE REPRODUCED, CHECKED JDA <br />MODIFIED OR USED <br />A Division of Verser, Inc, FOR ANY OTHER APPROVED GWB <br />PROJECT OR EXTEN- <br /> SION OF THIS PRO- <br />Greeley, Colorado JECT EXCEPT BY 1 /13/90 <br />Grand JunctIon, Colorado AGREEMENT WITH DATE <br />Rlverton, Wyoming SAlD COMPANY, <br />Provo, Utah PROJECT NO. 9062.00 <br />Tempe, Arizona <br /> <br />TOWN OF CROOK, COLORADO <br /> <br />MAINTE ANCE <br />ROAD <br /> <br />6' <br /> <br />6' <br /> <br />SUB-DRAIN AND FLOOD CONTROL <br />IMPROVEMENTS <br /> <br />70 <br /> <br />90 <br /> <br />DITCH CROSS SECTIONS <br /> <br />13/ <br />/14 <br /> <br /><k. <br />179 +91.27 <br />
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