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Last modified
7/17/2007 12:08:10 PM
Creation date
12/8/2004 12:39:24 PM
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Template:
Planning Files
Planning Files - Planning File #
2736
Planning Files - Type
Planned Unit Development
Address
1061 ROSELAWN AVE
Applicant
MASTERPIECE HOMES/GORDY HOW
PIN
142923220003
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<br />600-6 <br /> <br />independent testing laboratory. Cost of these tests shall be <br />paid by the OWNER, except that any retesting of areas that fail <br />to meet specifications shall be paid by the CONTRACTOR. <br /> <br />604.000 METHOD OF MEASQREMENT ~D BAS*~ OF PAYMENT <br />, <br /> <br />Trench excavation and backfill shall be incidental to placing <br />the pipe except where rock or unsuitable material is encoun- <br />tered. Payment for these items is as stated herein. <br /> <br />604.100 Solid Rock and Loose Rock Excavation <br /> <br />Solid rock and loose rock excavation shall be 'measured by <br />volume in cubic yards and 'shall be paid for at the Contract <br />unit Price. Solid rock and loose rock excavation shall be <br />'measured from the top of the rock to a point 6 inches below <br />the outside barrel of the pipe and 12 inches from each side of <br />.the pipe. The mini1num trench width of the solid rock and loose <br />rock excavation shall be 36 inches. Measurement and payment <br />shall be on the aforementioned basis except that individual <br />boulders, rock and concrete less than 2 cubic yards in size <br />shall be considered incidental. <br /> <br />604.200 Granular Material~ <br /> <br />Granular materials furnished and placed as speoial foundation, <br />bedding, encasement or backfill construction will be measured <br />by weight or volume of material furnished as specified in the <br />Plans or the Proposal by the CONTRACTOR from outside sources an~ <br />placed within the limits defined.. Unless otherwise specified, <br />volume will be determined by vehicular measure (loose volume), <br />at the point of delivery. Measurements will not include any <br />materials required to be placed as a component part of other <br />Contract Items as may be specified. <br /> <br />605.000 Compaction of Backfill <br /> <br />All backfill shall be compacted as required by the specified <br />densi ty method. All trenches shall be compacted in maximwn one <br />(1) foot lifts. , The required density of tr~nch backfill shall <br />be 95% of Standard Proctor except that the top three (3) feet <br />shall be compacted to 100% of Standard Proctor. <br /> <br />. <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />. <br />.1 <br /> <br /> <br />, <br /> <br />I <br />I <br />.1 <br />~I <br />I <br />. <br />. <br />.' <br />
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