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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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2 . 03 REINFORCING MATERIALS <br /> A. Reinforcing bars : ASTM A615 (grade 40) . <br /> B . Prestress Strands : ASTM A416, 7-wire . <br /> C . Steel is placed in the precast lintel at time of fabrication. <br /> D . Minimum coverage of steel to be 3/4 inch for top bars and 1 . 5 inches for bottom <br /> bars . <br /> PART 3 - EXECUTION <br /> 3 . 01 DELIVERY STORAGE AND HANDLING <br /> A. Deliver precast concrete units to project site in such quantities and at such times <br /> to assure continuity of installation. Store units at project site to ensure against <br /> cracking, distortion, staining, or other physical damage, and so that markings are <br /> visible. <br /> 3 . 02 INSTALLATION <br /> A . Lift and support units at designated lift points . Shoring of precast units <br /> shall be installed and removed solely by the contractor under the direct <br /> supervision of the manufacturer. <br /> B . Minimum bearing required at each end is 4 inches . Bearing preferre& is 8 inches . <br /> C . Do not install any damaged units . <br /> 3 . 03 DEFECTIVE WORK <br /> A . Precast concrete units which do not conform to specified requirements , including <br /> strength, tolerances , and finishes, shall be replaced with precast concrete units <br /> that meet requirements of this section . The contractor shall also be responsible <br /> for the cost of corrections to any other work affected by or resulting from <br /> corrections to precast lintels . <br /> * * * END OF SECTION * * * <br /> 03420 -2 <br />
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