My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2008-213 (5)
CBCC
>
Official Documents
>
2000's
>
2008
>
2008-213 (5)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/6/2016 10:43:21 AM
Creation date
10/1/2015 12:22:22 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Addendum
Approved Date
07/01/2008
Control Number
2008-213
Agenda Item Number
8.AA
Entity Name
Ocean Gate General Contractors
Subject
Wabasso Beach Park Restoration
Area
Wabasso Beach
Bid Number
2008032
Supplemental fields
SmeadsoftID
7474
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
94
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
L <br /> L <br /> B . Fittings <br /> All underground fittings shall be ductile iron with mechanical or manufacturer' s <br /> mechanically restrained joints. Fittings shall conform to the following : <br /> it 1 ) Fittings for pipe shall be compact ductile iron conforming to AWWA C 153 . Fittings <br /> shall have a minimum pressure rating of 350 psi . All fittings and the appropriate <br /> number of downstream and upstream joints must be restrained. <br /> 2) All fittings shall be lined and coated as specified for ductile iron pipe. <br /> Ir 3 ) Retainer glands or thrust blocks for restraint shall not be permitted. <br /> C . Joints <br /> 1 ) Push on Joints - Joints for D .I. pipe shall be bell and spigot, rubber gasket <br /> compression, push-on type as specified in AWWA C111 (ANSI A21 . 11 ) . Special <br /> fittings and joints shall be considered for specific installation. <br /> 2) Mechanical Joints - Mechanical joints may be used for downstream restrained joint <br /> pipe. In this circumstance, the joint shall be restrained in accordance with the <br /> following paragraph C.3 ) d. <br /> 3 ) Restrained Joints - Fittings used for changes in alignment, size reduction, valves and <br /> plugs shall all be restrained along with the appropriate number of downstream and <br /> upstream joints. Restraint shall be by the use of mechanical methods . As indicated <br /> on the drawings, pipe lengths located upstream and downstream of restrained fittings <br /> shall also be restrained. Method of joint restraint shall be as follows : <br /> a. Ductile iron pipe with manufacturer' s mechanical restrained joints using <br /> locking rings or wedges may be utilized. These restraints shall be American Pipe <br /> "LOK-FAST" joints, McWane "SUPER LOCK" or approved equal. <br /> b . Ductile iron pipe and fittings with mechanical joint ends shall be restrained <br /> with Ebba Iron "MEGA-LUG" grip type restrainers, series 1100 . <br /> C . Ductile iron pipe with push-on joint ends shall be restrained with "UNI- <br /> FLANGE", large diameter, series 1390 restrainers, or approved equal . <br /> d. Retainer glands or locking gaskets shall not be approved as mechanical <br /> restraints. <br /> 4) Gaskets - All gaskets shall be manufactured of an elastomeric material . The gasket <br /> shall provide a positive, tight seal under all combinations of joint and gasket <br /> tolerances. Installation and lubrication of gaskets shall be as directed by the <br /> manufacturer. <br /> D. Foundation Rock <br /> 02534- Sanitary Sewer Force Mains <br /> 02534 - 3 <br /> �r <br />
The URL can be used to link to this page
Your browser does not support the video tag.