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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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' SECTION 02203 <br /> GENERAL & SELECT FILL, BACKFILL <br /> AND COMPACTION <br /> ' 1 . SCOPE <br /> A . The Contractor shall furnish all of the material , equipment, plant, labor, <br /> transportation and supervision necessary so as to complete the Work as shown on the <br /> Plans and specified herein. <br /> 2 . GENERAL <br /> A. Where structures or unsuitable material have been removed suitable backfill or fill <br /> material shall be provided, placed and compacted to elevate the site to the finish <br /> grade as shown on the grading plans. Pre-fill compaction shall be accomplished prior <br /> to this operation, as specified herein . <br /> 3 . MATERIAL <br /> rA. General Fill - All humus , peat, spongy material , roots, stumps , muck, paving <br /> materials , and other objectionable materials shall be unsuitable for backfill . Suitable <br /> material for backfill shall consist of sandy-loam, clayey-sand, sand, gravel , soft <br /> shale, or crushed stone . The Engineer shall be the sole judge of what constitutes <br /> suitable and unsuitable material for backfill other than those materials listed above . <br /> B . Select Fill - Shall consist of a clean sand containing less than 2% fines passing a No . <br /> 200 sieve and must have a uniformity coefficient of 1 . 5 or greater but not more than <br /> 4 . 0 . Effective grain size should be between 0 . 20 and 0 . 55 millimeters diameter. <br /> Laboratory permeability shall be greater than 80 ft/day . Laboratory sieve analysis <br /> and permeability test results of this fill shall be submitted to the Engineer for his <br /> approval . <br /> 4 . BORROW <br /> A . If <br /> there is not sufficient excavated material of a suitable quality to complete the <br /> ' work, the Contractor shall provide and deliver the necessary suitable additional <br /> material to the job site . <br /> ' 5 . UNSUITABLE MATERIAL REPLACEMENT <br /> A . Fill material shall be placed and spread evenly in layers not to exceed eight inches <br /> before compaction. All fill material shall be free from vegetable matter, wood, and <br /> other deleterious substances , and shall not contain rocks or clods having a diameter <br /> of more than three inches . <br /> C : \ Down1oad \ techspec - 02203 . doc 02203 - 1 <br />
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