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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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6) Prior to any excavation or trenching outside the designated limits of the <br /> ' work site, the Contractor shall secure the necessary permits and/or <br /> authorization from the applicable Owner, or confirm that such has been <br /> previously obtained. The stipulations of said permit or <br /> ' authorization shall be completely followed and, prior to construction <br /> operations, notice shall be provided to the appropriate Owner and <br /> Engineer. <br /> ' Be Handling Materials <br /> ' 1 ) Pipe, fittings, and accessories shall be loaded and unloaded by hand or <br /> skidding so as to avoid shock or damage . Under no circumstances shall <br /> such materials be dropped . Pipe handled on skidways shall not be skidded <br /> or rolled against pipe already on the ground . <br /> 2) In distributing the material at the site of the work, each piece shall be <br /> ' unloaded opposite or near the place where it is to be laid in the trench. <br /> C . Alignment, Grade, And Cover For Buried Piping Systems <br /> 1 ) Gravity sewers shall be laid and maintained to . the required lines , <br /> depths , and grades . <br /> 2) Wherever obstructions not indicated on the Drawings are encountered during <br /> ' the progress of the work and interfere to such an extent that an alteration in <br /> the Drawings is required, the Engineer will order a deviation from the <br /> line and grade or arrange with the Owners of the structures for the <br /> ' removal, relocation, or reconstruction of the obstructions . <br /> 3 ) The maximum permissible deflection for pipe and fittings shall be as <br /> recommended by the manufacturer. <br /> 4) Installation of gravity sewers shall be controlled by use of a laser to <br /> ' maintain proper grade . The Contractor shall also be responsible for <br /> verifying elevations of the pipe, as indicated on the Drawings, at <br /> sufficient points during progress of the work to identify discrepancies <br /> ' between actual and plan elevations due to laser misalignment, <br /> equipment error, etc . , and to correct the work as required to conform to the <br /> Drawings . <br /> ' D . Pipe Trench Excavation <br /> ' 1 ) Trench Dimensions <br /> a. The minimum width of the trench shall be equal to the outside <br /> diameter of the pipe at the joints plus 8 inches for unsheeted trenches, <br /> or 12 inches for sheeted trench, and the maximum width of <br /> trench, measured at the top of the pipe, shall not exceed the <br /> ' CADownload\techspec-02601 .doc SC6014 <br />
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