My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1515 132ND ST SE 2022-01-20
>
Address Records
>
132ND ST SE
>
1515
>
1515 132ND ST SE 2022-01-20
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/20/2022 1:58:00 PM
Creation date
8/20/2021 9:25:55 AM
Metadata
Fields
Template:
Address Document
Street Name
132ND ST SE
Street Number
1515
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
175
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).
View images
View plain text
1. The contractor shall install and maintain temporary silt fences at the locations <br />shown in the Plans. <br />2. Construct silt fences in areas of clearing, grading, or drainage prior to starting <br />those activities. <br />3. The silt fence shall have a 2-feet min. and a 2'h-feet max. height above the <br />original ground surface. <br />4. The filter fabric shall be sewn together at the point of manufacture to form fil- <br />ter fabric lengths as required. Locate all sewn seams at support posts. Altern- <br />atively, two sections of silt fence can be overlapped, provided the Contractor <br />can demonstrate, to the satisfaction of the Engineer, that the overlap is long <br />enough and that the adjacent fence sections are close enough together to <br />prevent silt laden water from escaping through the fence at the overlap. <br />5. Attach the filter fabric on the up -slope side of the posts and secure with <br />staples, wire, or in accordance with the manufacturer's recommendations. <br />Attach the filter fabric to the posts in a manner that reduces the potential for <br />tearing. <br />6. Support the filter fabric with wire or plastic mesh, dependent on the properties <br />of the geotextile selected for use. If wire or plastic mesh is used, fasten the <br />mesh securely to the up -slope side of the posts with the filter fabric up -slope <br />of the mesh. <br />7. Mesh support, if used, shall consist of steel wire with a maximum mesh spa- <br />cing of 2-inches, or a prefabricated polymeric mesh. The strength of the wire <br />or polymeric mesh shall be equivalent to or greater than 180 lbs. grab tensile <br />strength. The polymeric mesh must be as resistant to the same level of ultra- <br />violet radiation as the filter fabric it supports. <br />8. Bury the bottom of the filter fabric 4-inches min. below the ground surface. <br />Backfill and tamp soil in place over the buried portion of the filter fabric, so <br />that no flow can pass beneath the fence and scouring cannot occur. When <br />wire or polymeric back-up support mesh is used, the wire or polymeric mesh <br />shall extend into the ground 3-inches min. <br />9. Drive or place the fence posts into the ground 18-inches min. A 12—inch min. <br />depth is allowed if topsoil or other soft subgrade soil is not present and 18- <br />inches cannot be reached. Increase fence post min. depths by 6 inches if the <br />fence is located on slopes of 3H:1 V or steeper and the slope is perpendicular <br />to the fence. If required post depths cannot be obtained, the posts shall be <br />adequately secured by bracing or guying to prevent overturning of the fence <br />due to sediment loading. <br />10. Use wood, steel or equivalent posts. The spacing of the support posts shall <br />2014 Stormwater Management Manual for Western Washington <br />Volume 11 - Chapter 4 - Page 371 <br />
The URL can be used to link to this page
Your browser does not support the video tag.