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2007-012A
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2007-012A
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Last modified
4/22/2016 12:10:01 PM
Creation date
9/30/2015 10:29:55 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
01/09/2007
Control Number
2007-012A
Agenda Item Number
11.1.2
Entity Name
L.H. Tanner
Subject
Contract/Specifications Indian River Drive South Sidewalks
Area
Indian River Drive
Project Number
0201
Bid Number
2007027
Supplemental fields
SmeadsoftID
6066
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Florida Erosion and Sediment Control Inspector's Manual <br /> GRAVEL• 6' MAXIMUM SPACING <br /> OF T' X4 <br /> SPACERS <br /> Z X 47 ANCHORS <br /> EMERGENCY OVERFLOW <br /> /' . Perspective View <br /> V x 4 WEIR <br /> r X C SPACER <br /> SAND BAG OR � <br /> 2' MINIMUM LENGTH ALTERNATE WEIGHT <br /> OF 2' X 4' <br /> Y X 4 WEIR -" <br /> ix. <br /> GRAVEL <br /> Side Elevation <br /> Y X 4' SPACER <br /> WIRE MESH <br /> • ' . ; INLET <br /> SPECIFIC APPLICATION TO <br /> PIPE <br /> THIS METHOD OF INLET PROTECTION IS APPLICABLE <br /> TO CURB INLETS WHERE A STURDY, COMPACT INSTALLATION <br /> IS DESIRED. EMERGENCY OVERFLOW CAPABILITIES ARE <br /> MINIMAL, SO EXPECT SIGNIFICANT PONDING WITH THIS <br /> MEASURE. <br /> • GRAVEL SHALL BE VDOT COARSE AGGREGATE <br /> {13 , . #357 OR #5 <br /> • <br /> Plate 4.08L Gravel Curb Inlet Sediment Filter with Overflow Weir <br /> Source: Maryland Standards and Specifications for Soil Erosion and Sediment Control <br /> 4-48 <br />
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