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2004-013.C
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2004-013.C
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Last modified
8/18/2016 10:05:33 AM
Creation date
9/30/2015 7:14:24 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
01/13/2004
Control Number
2004-013.C
Agenda Item Number
11.I.1
Entity Name
Barth Construction
Subject
North County Regional Park Volume II
Contract and Specifications
Area
North County Regional Park
Project Number
0399
Bid Number
6038
Archived Roll/Disk#
3209
Supplemental fields
SmeadsoftID
3589
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3 ) Restrained Joints - Fittings used for changes in alignment of pipe <br /> shall be mechanically restrained. As indicated on the drawings, pipe lengths <br /> located upstream and downstream of restrained fittings shall also be <br /> ' restrained. Method of joint restraint shall be as follows : <br /> a. P .V . C . pipe in diameters 4 " through 12 " shall be restrained at fittings <br /> with " EBBA IRON" series 500, or other approved restrainer. Bell and spigot <br /> joints on P .V . C . pipe in diameters 4 " through 12 " shall be restrained with <br /> " EBBA IRON " series 1500 , or other approved restrainer. <br /> ' b . P . V.C . pipe in diameters over 12 " shall be restrained at fittings with <br /> " UNI-FLANGE" large diameter series 1300-C , or other approved <br /> restrainer. Bell and spigot joints on P .V . C . pipe in diameters over 12" shall be <br /> restrained with " UNI-FLANGE " large diameter series 1350-C , or other <br /> approved restrainer. <br /> ' c . Mechanical joint ductile iron pipe and fittings shall be restrained with <br /> "EBBA IRON", Megalug Series 1100 restrainers , or approved equal . Push-on <br /> ' ductile iron pipe and fittings shall be restrained with pipe manufacturer' s <br /> restrained joints , such as U . S . Pipe " TR-FLEX GRIPPER RING" , American <br /> Pipe " LOK-RING " or " LOK-FAST" joints , or approved equal . <br /> d. Retainer glands shall not approved . <br /> ' 4) Gaskets - All gaskets shall be manufactured of an elastomeric material . The <br /> gasket shall provide a positive, tight seal under all combinations of joint and <br /> ' gasket tolerances . Installation and lubrication of gaskets shall be as directed <br /> by the manufacturer. <br /> D . Foundation Rock <br /> A sieve analysis of Foundation Rock shall conform to the following limits : <br /> Passing 3 /4 " - 100% <br /> Passing 3 /8 " - 20 - 55 % <br /> Passing #4 - 0 - 10% <br /> Passing # 8 - 0 - 5 % <br /> ' E . Buried Identification Tape <br /> Detectable buried identification tape shall be installed over all pipe . <br /> Tape shall be 2 inches minimum width, consisting of a minimum 5 mil overall <br /> thickness with a solid aluminum foil core . Construction shall be 2 mil clear film, <br /> ' reverse print laminated to aluminum foil to 2 mil clear film, making the film <br /> permanently printed . <br /> CADoNvn1oad\techspec-0250 Ldoc SC 5 01 - 4 <br />
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