My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD00281
CWCB
>
Floodplain Documents
>
Backfile
>
1-1000
>
FLOOD00281
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/23/2009 1:21:58 PM
Creation date
10/4/2006 9:11:07 PM
Metadata
Fields
Template:
Floodplain Documents
County
Larimer
Community
Greeley
Title
Design Criteria and Construction Specifications volume 2 of 5 Storm Drainage Criteria
Date
10/1/1997
Prepared For
Greeley
Prepared By
Department of Public Works
Floodplain - Doc Type
Educational/Technical/Reference Information
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
185
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 />7. <br /> <br />Reinforcement steel (Major Orainageway) <br /> <br />a. Steel reinfor.cement shall be minimulIl grclde 40 deformed <br />bars. Fabric mesh may also be approved. Wire mesh shall <br />not be used. <br /> <br />b. Ratio of longitudinal steel area to concrete cross <br />sectional area shall be greater than 0.005. <br /> <br />c. Ratio of tr"msverse steel area to concrete cross <br />sectional area shall be greater than 0.0025. <br /> <br />d. Reinforci.ng steel shall be placed at the center of the <br />section with a minimum clear cover of three inches <br />adjacent to the earth. <br /> <br />e. Additional ste!el shall be placed as needed if a retaining <br />wall structur,!~ is used. <br /> <br />8. <br /> <br />Earthwork (Major Orainageway) <br /> <br />The following areCls <br />maximum density as <br />Proctor): <br /> <br />shall be compacted to at least 95% of <br />determined by ASTl'[ 0-.698 (Standard <br /> <br />a. The 12 inches of subgrade immediately beneath concrete <br />lining (both channel bottom and side slopes). <br /> <br />b. Top 12 inches of maintenance road. <br /> <br />c. Top 12 inches ,of earth surface within 10 f'~et of concrete <br />channel lip. <br /> <br />d. All fill material. <br /> <br />9. <br /> <br />Bedding (Major Ora:i.nageway) <br /> <br />Provide six inches :)f granular bedding equivalent in gradation <br />to %" concrete aggregate (Standard Specifi~ons for Road & <br />Bridge Construction, COOT, latest revision) under channel <br />bottom and side slopes. <br /> <br />10. <br /> <br />Underdrain (Major Drainageway) <br /> <br />Longitudinal underdrains shall be provided on 10-foot centers <br />and shall daylight at the check drops. Wl~ep holes shall be <br />provided in vertical wall sections of the channel. <br /> <br />11. <br /> <br />Safety Requirements: (Major Drainageway) <br /> <br />a. A six-foot hi:.h vinyl coated chain. link or comparable <br />fence shall be: installed to prevent access wherever the <br />lOa-year channel flow depths exceed three feet. Gates, <br /> <br />5 - 10 <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />
The URL can be used to link to this page
Your browser does not support the video tag.