My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD02312
CWCB
>
Floodplain Documents
>
Backfile
>
2001-3000
>
FLOOD02312
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 6:24:05 PM
Creation date
10/4/2006 10:47:58 PM
Metadata
Fields
Template:
Floodplain Documents
County
Fremont
Community
Canon City
Stream Name
Arkansas River
Basin
Arkansas
Title
Orchard Avenue Drainage Basin Planning Study
Date
11/1/1994
Prepared For
Canon City
Prepared By
Graef, Anhalt, Schloemer
Floodplain - Doc Type
Floodplain Report/Masterplan
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
48
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
<br />. .- - 1.\ <br />16'.7"",10'.1"\ <br /> <br />15' " 9' "/3"" <br />-q X -3 . <br /> <br />- <br />12'.10')( 8'-4:'&' <br /> <br />11'-5'"x 7~3' <br /> <br />1 .. . ., <br />9-6 X 6-5 <br /> <br />S'-2"x 5'-9" <br /> <br />7'.O";r, 5'-J". <br /> <br />6'-I"~ 4'-11 <br /> <br />7 2")1; 44' <br /> <br />. 65")( 40'. <br /> <br />58")(.36" <br /> <br />50"x31" <br /> <br />/ <br />43"~ 2711 /' . <br />/ <br />/ <br />/ <br />/ <br />---36" X 22" <br /> <br />4" <br />. 29"x 18" Z- <br /> <br />25"x 16" <br /> <br />10 <br />22"x 13". <br /> <br />18" X ii" <br /> <br />,;) <br /> <br />.,. <br /> <br />F 5,,000 <br />r q,oOO <br /> <br />::1,000 <br /> <br />2,CX:>O <br /> <br />'1000 <br />1100 <br /> <br />600 <br />!>OQ <br />400 <br /> <br />;\::>0 <br /> <br /><:O() <br /> <br />EXAMPLE <br /> <br />Siz.e; 36" x 22"' <br />Q...20cr. <br /> <br /> HW" HW <br /> -D- ((eel) <br />(1) . 1.J 0 . 2.0 . <br />(2) . 1.JS 2.J <br />(3) 1.22 2.2 <br /> ....D irl feet <br /> <br />U) <br />u. <br /><> <br />z. <br />C1 <br />ILl <br />'" <br />rx: <br />"" <br />I <br /><> <br />U) <br />o <br /> <br />../ <br />:/'" <br />/. ci'. <br />/'3: <br />~ / 2:; <br />,,,?'vY . ILl <br />. GO . i-\>-Y "" <br />50 ;-.- <br />4{1/ <br />. ,,' <br />30 ,..- <br />./ <br />/~ <br /> <br />lex:> <br />80 <br /> <br />.20. HW <br />jr SCALE <br /> (1) <br /> {21 <br />10 <br />8. (3) <br /> <br />6 <br />5 <br />4 <br /> <br />'- <br /> <br />ENTRANCE .- <br />'Ii' PE <br /> <br />Headwall :I: <br />f- <br />Mite.red to con! onn a. <br />w <br />to slope: a <br /> <br />Projectin9 <br /> <br />3 Tel \lse scale (2} or (3) project <br />horizontally to SCCJe (I), then <br />2 use! straight inclined line throu9h <br />D and Q SCQle-&, or reverse os <br />. illustrated. <br /> <br />1.0 <br /> <br />.l3 <br /> <br />.15 <br />.5 <br /> <br />1-8-_1 <br /> <br />W <br /> <br />Fiqure 6-2l!..Ol h <br /> <br />{IJ <br />-q <br /> <br />(2) <br />q <br /> <br />(0)-' <br />.. <br /> <br />, <br />+ <br /> <br /> r .) <br /> ::I <br /> . <br /> -2 - . <br />.5 <br />.. - 15 '. <br />. <br />--- --- <br />.--- r <br />1.0 1.0 <br />.9 .9 <br />.B .8 f <br />.7 ,. .7 <br /> - <br /> <br />a <br /> <br />::I <br /> <br />2 <br /> <br />2 <br /> <br />- I <br />~- <br /> <br />1.5 <br /> <br />.0 <br /> <br />n: <br />u. <br />o <br /> <br />.9 <br /> <br />U) . <br />.'", <br />rx: <br />w <br />,- <br />z <br /> <br />.6 <br /> <br />f, <br /> <br />..6 <br /> <br />.7 <br /> <br />rx: <br />ILl <br />f- <br />'" <br />3: <br />o <br />"" <br />W <br />I <br /> <br />,. <br />,,' <br /> <br />.5 <br /> <br />.5 <br /> <br />.4 <br /> <br />r. <br /> <br />..4 <br /> <br />.35 <br /> <br />'X. <br />.~O <br /> <br />.35 <br /> <br />HEADWATER DEPTH Fa;" <br />CM PIPE-ARCH CUL'vl:;RTS. <br />WITH INLET CONTRCL ... <br />
The URL can be used to link to this page
Your browser does not support the video tag.