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2008-009 (5)
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2008-009 (5)
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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
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Chapter4`- Rest Mana ement Practices for Erosion and. Sediment .Contro <br /> Construction Sgecificatlons <br /> Materials <br /> 1 . Barriers should be a bright color (yellow or "international" orange are recommended) <br /> that will attract the attention of nearby boaters . <br /> 2 . The curtain fabric must meet the minimum requirements noted in Table 3 .27-A. <br /> 3 . Seams in the fabric shall be either vulcanized welded or sewn ;. and shall develop <br /> the full strength of the fabric. <br /> r ividual <br /> 4. Floatation devices shall be flexibie , buoyant units contained in an inaby the <br /> r floatation sleeve or collar attached; to the curtain. Buoyancy p. <br /> floatation units shall be sufficient to support:the weight of the curtain and maintain <br /> a freeboard of at least 3 inches (8 cm) above the.water surface level. (See Plate <br /> 4.45c) <br /> 5 • Load _ line.a must be fabricated into the bottom of all floating turbidity curtains . Type <br /> II and Type III must have load lines also fabricated into the top o€`the fabric. The top <br /> ` load line shall consist of woven webbing or vinyl-sheathed steel cable and shall <br /> have a break strength in excess of 1o , 000 pounds (4.5 t) . The supplemental <br /> ` (bottom) load-line shall consist of a chain incorporated into the bottom hem of the <br /> curtain of sufficient weight to serve `as ballast to hold the curtain in a vertical <br /> position . Additional anchorage shall be• proVided`as necessary. . The load lines shall <br /> have suitable connecting devices which develop the full breaking strength for <br /> connecting to load lines in adjacent sections (See Plates 4.45a and. 4.45b which <br /> portray this orientation) . . <br /> 6, Externatanchors may consist of 2 x 4 inch (5 x 10 cm) or 2-1/2 in6h (6 dm) minimum <br /> diameter wooden stakes , or 1 .33 pound sllinearfoot (2 kd1m) steel posts when Type <br /> CinstMidtfon is. used when Type It orrType 11F.Installations are used , bottom anchors. <br /> should be used . <br /> 7 _ Bolton► anchors must be sufficient to hold the curtain. in the same position relafive <br /> to the bottom of the watercourse without interfering with the action oethoe may be <br /> The anchor may dia into the bottom (grappling hook, plow or fluke-typ ) <br /> weighted (mushroom type) and should be attached to a floating anchor buoy via an <br /> anchor line. The anchor line would then run from the buoy to the top load line of <br /> the curtain . When used with Type Ill installations , these lines must contain enough <br /> slack to allow the buoy and curtain to float freely.with tidal changes without pulling <br /> VW the buoy or curtain down and must be checked regularly to make sure they do not <br /> become entangied with debris . As previously noted , anchor spacing will vary with <br /> current velocity and expected wind and wave action ; manufacturer's <br /> recommendations should be followed . See orientation of external anchors and <br /> anchor buoys for tidal installation in Plate 4 .45b. <br /> ,w 4-119 <br />
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