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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 />I <br />I <br />I <br />I <br />I <br />I <br />I' <br />I <br />~I <br />I <br />:,1 <br />) <br />:I <br /> <br /> <br />"1;' <br />.t: <br /> <br />I <br />I <br />I <br />I' <br />I, <br /> <br />tJ; <br /> <br />600-5 <br /> <br />attained utilizing the equipment and materials available, <br />the thickness of the layers shall be reduced. )The addition <br />of water to the backfill materials should be limited to <br />a~ieving a satisfactory moisture content for'compaction <br />control, if necessary. Compaction of the backfill should <br />be attained using vibratory, non-vibratory"or mechanical <br />rammer-type compactors. The type of compactor is dependent <br />on the type of backfill material used. Precautionary <br />measures should be taken to assure that the compaction <br />equipment will not damage the underlying pipe. <br /> <br />(4) Backfilling shall not ~ake place at any time unless <br />approved compaction, equipment is available at the site. <br /> <br />Ledge rock, boulders and large stones' shall be removed to <br />provide a clearance of at least six inches below outside barrel <br />of the pipe, or fittings, and to a clear width of six inches on <br />each side of all pipe and appurtenances for pipe 16 inches or <br />less in diameter: for pipes larger than 16 inches, a'clearance <br />of'9 inches below and clear width of 9 inches on each side of <br />inside diameter of pipe shall be provided. Adequate clearance <br />for properly jointing pipe laid in rock trenches shall be <br />provided at bell holes. <br /> <br />Excavations below subgrade in rock or in boulders shall.be <br />refilled'to ~ubgrade with material approved by the ENGINEER or <br />his representativa and thoroughly oompacted. <br /> <br />Where trenoh excavation is encountered which is unsuitable for <br />backfill, such material shall be replaced with granular backfill <br />to be suppliect by the CONTRACTOR at the direction 'of the <br />ENGINEER. <br /> <br />Where pipes are of sufficient size to create an excess of <br />backfill material, the excess shall be hauled to a location if <br />directed by the ENGINEER and this location shall not be beyond <br />the Roseville City limits. Haulin~ and grading of the excess <br />backfill will be considered incidental to the project. <br /> <br />. Any deficiency in the quantity of 1I\aterial for backfilling the <br />trenches or for filling depressions caused by settlement shall <br />be supplied by the CONTRACTOR With no extra compensation <br />allowed. Any settlement whioh oocurs within one year after <br />final acceptance shall be refilled by the CO~RACTOR with <br />material supplied at the CONTRACTOR's expense and with material <br />approved by the ENGINEER. <br /> <br />Backfill in trenches on streets shall be placed to an elevation <br />that will permit the placement of base material and surfacing <br />material. . <br /> <br />603.300 Testing " <br /> <br />'All testing of materials and densities in this section as <br />directed by the BNGINEERshall be taken by the ENGINEER or an <br />
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