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Last modified
7/17/2007 12:08:10 PM
Creation date
12/8/2004 12:39:24 PM
Metadata
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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 />600-2 <br /> <br />I <br />I <br />I <br />I: <br />I <br /> <br />Granular Bedding - - - - - - Place below the pipe midpoint, <br />prior to pipe installation, to <br />facilitate proper shaping and <br />achieve uniform pipe support. <br /> <br />Granular Backfill - - - - - - Placed below the surface base <br />course, if any, as the second <br />stage of backfill, to minimize <br />trench settlement and provide <br />support for surface improvements. <br /> <br />All work shall be done by open trench excavation except jacked <br />or augured pipe designated on the plans'or as directed by the <br />ENGINEER. . <br /> <br />In each case above, unless otherwise indicated, the lower limits I <br />of any particular zone shall be the top surface of the next <br />lower course as constructed. The upper limits of each zone are <br />established to define variable needs for material gradation and I <br />compaction or void content taking into consideration the, <br />sequence of construction and other conditions. The material use <br />and zone designations described above shall only serve to ful- I <br />fill the objectives and shall not be construed to restrict the <br />use of any particular material in other zones where the grada- <br />tion re9Uireme~ts are met. <br /> <br />I <br />I', <br />'II! <br />'.'1 <br />,II <br />) <br /> <br />1'1 <br />Iii <br />:.,.J <br /> <br />1"1 <br />J <br />II <br />,J <br />I! <br />I} <br /> <br />603.000 CONSTRUCTION <br /> <br />Trench Excavation <br /> <br />TOPSOIL shall be stripped f~om the trench and stockpiled to be <br />used over all disturbed areas to be, seeded or sodded. <br />stripping, stockpiling,an4 respreadinq topsoil will be con- <br />sidered incidental to the project. <br /> <br />TRENCH EXCAVATION shall be dug to the alignment and depth shown <br />on the plans and' only 100 feet in advance of the pipe l~yinq. <br />The trench shall be braced and drained so that workmen may work <br />safely and efficiently th&rein. ' <br /> <br />'T.RENCH'WATER shall be drained from the trench into natural <br />drainage channels or storm'sewers and shall be considered <br />incidental to construction. Draining trench water into sanitary <br />sewers will no~ be permitted. <br /> <br />. ' <br /> <br />BRACED AND SHEETED ~NCHES shall be put in place and maintained <br />as may be required to support the side of the excavation and to <br />prevent any movement which may in any way endanger personnel or <br />injure or delay the work or endanger adjacent buildings or other <br />structures. Where sheeting and bracing are used, the trench <br />width shall be increased accordingly. Trench sheeting shall <br />remain in place until pipe has been laid, tested for defects and <br />repaired if necessary, and the earth around it oompaoted to a <br />depth of one foot (1') over the top of the pipe. It shall be <br />the CONTRACTOR's responsibility' fo~ complianoe therein. <br />
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