My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD03503
CWCB
>
Floodplain Documents
>
Backfile
>
3001-4000
>
FLOOD03503
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 6:27:29 PM
Creation date
10/4/2006 11:49:04 PM
Metadata
Fields
Template:
Floodplain Documents
County
Jefferson
Community
Golden
Stream Name
Tucker Gulch, Kenneys Run
Basin
South Platte
Title
Major Drainageway Planning
Date
9/1/1983
Prepared For
Golden, Jefferson County
Prepared By
UDFCD
Contract/PO #
&&
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.
/
74
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 />I <br /> <br />AND <br /> <br />FLOOD <br /> <br />CONTROL <br /> <br />DISTRICT <br /> <br />URBAN <br /> <br />DRAINAGE <br /> <br />I <br /> <br />OF <br /> <br />GOLDEN <br /> <br />CITY <br /> <br />JEFFERSON <br /> <br />COUNTY <br /> <br />I <br /> <br />I <br /> <br />TUCKER GULCH I KENNEYS <br /> <br />MAJOR DRAINAGEWAY PLANNING - PHASE B <br /> <br />RUN <br /> <br />I <br /> <br />I <br /> <br /> <br />'>~.~'< ./ <br />',< ~~;;\ <br /> <br />I <br /> <br />, <br />. <br /> <br />I <br /> <br />-'-"""- <br /> <br />I <br /> <br />I <br /> <br />. <br />'":' - -..... <br />. :'J,~~:, ~:;",- <br />--~~ ',- ," <br />';li~~;~YF::~~/ <br /> <br />'>.1 " <br />! -...~~ <br />j -~~---, ;- ~,- ~~ <br />;' !S<:"~"\,' ~ <br />(~6()OO_-----... ') ~ \', \_, _ _:~ <br /> <br />I <br /> <br />.' <br /> <br />I <br /> <br />SHEET INDEX <br /> <br />SHEET NO. <br /> <br />TITLE <br /> <br />TlTL.E SHEET <br /> <br />I <br /> <br />, <br /> <br />CRESSMANS GULCH $TA. 40+00 TO 10+00 <br /> <br />3 <br /> <br />TUCKER GULCH STA. 7S+05 TO 53+00 <br />CRESSMANS GULCH 8TA. 10+00 TO 0+00 <br /> <br />I <br /> <br />. <br /> <br />TUCKER GULCH 8TA. 53+00 TO 23+00 <br /> <br />5 <br /> <br />lUCKER GULCH STA. 23+00 TO 0+00 <br />KENNEYS RUN 8TA. 0+00 TO 10+00 <br /> <br />Prepared By: <br /> <br />I <br /> <br />. <br /> <br />MULLER ENGINEERING CO., INC. <br />Consulting Engineers <br />1410 Vance Street <br />Lakewood, Colorado 80215 <br /> <br />I(ENNEYS RUN STA. 10+00 TO 35+86 <br />KENNEYS RUN-WEST FORK STA. 315+85 TO 40+00 <br />KENNEYS RUN-EAST FORK STA. 0+00 TO 4-1-00 <br /> <br />7 <br /> <br />KENNEY8 RUN-WEST FORK STA. 40+00 TO 10+00 <br /> <br />I <br /> <br />KENNEYS RUN-WEST FORK WELCH DITCH DETENTION POND <br /> <br />. <br /> <br /> <br />. <br /> <br />KENNEYS RUN-WEST FORK STA. 70...00 TO 90"'00 <br />TRIBUTARY NO.1 STA. Of 00 TO 7+00 <br /> <br />L~A~ M~~ <br />- NCIPAL ENGINEER <br /> <br />I <br /> <br />'0 <br /> <br />KENNEYS RUN-WEST FORK STA. 90+00 TO 100+00 <br /> <br />" <br /> <br />KENNEYS RUN-EAST FORK STA. 4...00 TO 34...00 <br /> <br />" <br /> <br />~ /Y ~7f-- <br />KEVIN G, STEWART P. E. <br />-PROJECTENGINEEFI <br /> <br />KENNEYS RUN-EAST FORK STA. 34...00 TO 66+00 <br /> <br />I <br /> <br />I <br /> <br />o <br />o <br />I <br />'" <br /> <br />- <br /> <br />~ <br /> <br />-.r- <br />. <br /> <br />'--- 56",0 --- <br /> <br />___;J'SAN.__ <br /> <br />-6"W-- <br /> <br />-~"G_~ <br />-T-- <br /> <br />=::.:::..-=.-=.-:r):....-_---=-_---=-_-_ <br /> <br />..... <br /> <br />LEGEND <br /> <br />PLAN <br />- <br /> <br />REFERENCE LINE AND STATIONING <br /> <br />100-YR FLOODPLAIN BOUNDARY (EXISTING CONDITION) <br /> <br />100-YR FLOODPLAIN BOUNDARY (IMPROVED CONDITION) <br /> <br />RIGHT OF WAY <br />PROPOSED MAJOR AND LOW FLOW CHANNEL BOUNDARY <br /> <br />PROPOSED DROP STRUCTURE <br /> <br />PROPOSED GRADE BEAM <br /> <br />PROPOSED TYPE R INLET AND CONCRETE PIPE <br /> <br />PROPOSED STORM SEWER AND MANHOLE <br /> <br />PROPOSED CONTOUR LINE <br /> <br />EXISTING SANITARY SEWER <br />EXISTING WATER LINE <br />eXISTING GAS LINE <br />EXISTING TELEPHONE CABLE (UNDERGROUND) <br />EXISTING STORM SEWER <br /> <br />PROPOSED MAINTENANCE ACCESS ROAD <br /> <br />PROPOSED TRAIL <br /> <br />__n_____ PROPERTY BOUNDARIES <br /> <br />PROFILE <br /> <br />"- <br /> <br />--, <br />I I <br />___J-..L--- <br /> <br />- <br />------ <br /> <br />"""\, <br />""'- <br /> <br />--~ <br />~ <br />1\ <br /> <br />_______}L______ <br />" <br />______.LJ._____ <br /> <br />EXISTING GROUND AND CHANNEL INVERT <br />PROpOSED LOW FLOW CHANNEL INVERT <br />PROPOSED MAJOR CHANNEL INVERT <br /> <br />APPROX. EAST BANK PROFILE <br /> <br />APPROX. WEST BANK PROFILE <br /> <br />PROPOSED CONCRETE CHANNEL WALL <br /> <br />EXISTING STRUCTURE <br /> <br />l00-YR WATER SURFACE (EXISTING CONDITION) <br /> <br />l00-YR WATER SURFACE (IMPROVED CONDITION) <br /> <br />PROPOSED DROP STRUCTURE <br /> <br />PROPOSED GRADE BEAM <br /> <br />PROPOSED STORM SEWER SYSTEM <br /> <br />EXISTING STORM SEWER SYSTEM <br /> <br />PROPOSED GROUND <br /> <br />SHEET I OF 12 <br />
The URL can be used to link to this page
Your browser does not support the video tag.