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15 ATTACHMENT 9
City of Pleasanton
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15 ATTACHMENT 9
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5/2/2008 1:56:39 PM
Creation date
3/14/2008 4:54:38 PM
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CITY CLERK
CITY CLERK - TYPE
STAFF REPORTS
DOCUMENT DATE
3/18/2008
DESTRUCT DATE
15 Y
DOCUMENT NO
15 ATTACHMENT 9
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Project No. 9929.G Geotechnical Invesrigation/Vineyard Avenue, Pleasanton S August 2003 <br />lean concrete where the trench enters/exits the building perimeter. This impervious seal should <br />extend a minimum of 2 feet away from the building perimeter. <br />69. Utility trenches extending underneath all traffic areas must be backfilled with native or <br />approved import material and compacted to a minimum relative compaction of 90% at a moisture <br />content above optimum to within 6 inches of the subgrade. The upper 6 inches should be <br />compacted to a minimum of 95% relative compaction in accordance with Laboratory Test <br />Procedure ASTM D1557-91. Backfilling and compaction of these trenches must meet the <br />requirements set forth by the City of Pleasanton, Department of Public Works. Utility trenches <br />within landscape areas maybe compacted to a relative compaction of 85%. <br />Proiect Review and Construction Monitoring <br />70. All grading and foundation plans for the development must be reviewed by the Soil <br />Engineer prior to contract bidding or submitted to governmental agencies so that plans are <br />reconciled with soil conditions and sufficient time is allowed for suitable mitigative measures to <br />be incorporated into the final grading specifications. <br />71. TERRASEARCH, inc., should be notified at least two working days prior to site clearing, <br />grading, and/or foundation operations on the property. This will give the Soil Engineer ample <br />time to discuss the problems- that may be encountered in the field and coordinate the work with <br />the contractor. <br />72. Field observation and testing during the grading and/or foundation operations must be <br />provided by representatives of TERRASEARCH, inc., to enable them to form an opinion <br />regarding the adequacy of the site preparation, the acceptability of fill materials, and the extent to <br />which the earthwork construction and the degree of compaction comply with the specification <br />requirements. Any work related to the grading and/or foundation operations performed without <br />the full knowledge and under the direct observation of the Soil Engineer will render the <br />recommendations of this report invalid. This does not imply full-time observation. The degree <br />TERRASEARCH, inc Page 30 of 53 <br />
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