My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2008-009 (5)
CBCC
>
Official Documents
>
2000's
>
2008
>
2008-009 (5)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/21/2016 10:19:40 AM
Creation date
9/30/2015 11:54:13 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
01/08/2008
Control Number
2008-009 (5)
Agenda Item Number
11.I.1
Entity Name
H & J Contracting
Subject
CR 512 Phase IV Improvements
Area
CR 512
Project Number
9611
Bid Number
2008012
Supplemental fields
SmeadsoftID
6833
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
65
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
Florida Erosion and Sediment Control Inspector's Manual <br /> Excavate, if Necessary, for Storage <br /> ` % � .,�•_ �/��i;� � Flow <br /> Rep <br /> Earth Embankment ' g <br /> Outlet Protection <br /> 44 <br /> r <br /> All Slopes 2:1 or Platter <br /> , • `'.� . ; 1 '-6' Min. <br /> 5' Max. perforated Riser <br /> Welded All Around <br /> Embankment SectionThru Riser <br /> Construction Specifications <br /> 1 . Area under embankment shall be cleared, grubbed and stripped of any vegetation and root mat. The <br /> pool area shall be cleared <br /> 2. The fill material for the embankment shall be free of roots .or other woody vegetation as well as over- <br /> sized stones, rocks, organic material, or other objectionable material. The embankment shall be <br /> compacted by traversing with equipment while it is being constructed. <br /> 3. Sediment shaft be removed and trap resiored to its original dimensions when the sediment has <br /> accumulated to 1 /2 the design depth of the trap. Removed sediment shall be . deposhed in a suitable <br /> area and in such a manner that it will not erode. <br /> 4. The structure shall be Inspected after each rain and repairs made as needed. <br /> 5. Construction operations shall be carried out in such a manner that erosion and water pollution are <br /> minimized. <br /> 6. Tile structure shall be removed and area stabilized when the drainage area has been properly stabilized. <br /> 7. All cut and fill slopes shall be 2. 1 or flatter. <br /> B. All pipe connections shall be watertight <br /> 9. At least the top 213 of the riser shall be perforated with 112-inch diameter holes spaced a inches <br /> vertically and 10 - 12 inches horizontally <br /> 10. Fig matertail around pipe spillway shall be hand compacted in 4-Inch layers. A minimum of two feet of <br /> hand-compacted backtlll shall be placed over the pipe spillway before crossing It with construction equip- , <br /> ment. <br /> Plate 4.25b Pipe Outlet Sediment Trap <br /> Source: NRCS <br /> 4-70 <br />
The URL can be used to link to this page
Your browser does not support the video tag.