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REV102105
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REV102105
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Entry Properties
Last modified
8/25/2016 1:12:42 AM
Creation date
11/22/2007 12:52:04 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981038
IBM Index Class Name
Revision
Doc Date
5/17/1993
Doc Name
PN C-81-038 NOV C-93-030 OVWM PORTAL CUT SLIDE REPAIR
From
CYPRUS ORCHARD VALLEY
To
DMG
Type & Sequence
MR85
Media Type
D
Archive
No
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M93040GE • • <br />re.nort. We suggest that the geotechnical engineering observation <br />and testing be the responsibility of the owner, not the contractor <br />to maintain third party credibility. We have included a copy of a <br />report prepared by Van Gilder Insurance which discusses testing <br />services during construction., It is our opinion that the owner, <br />and engineer be familiar with the information. If you have any <br />questions regarding this concept please cor_tact us. <br />This subsoil and foundation study is based on limited sampling <br />observations of the near surface soils only and a review of <br />subsurface boring logs by others, therefore it is necessary to <br />assume that the subsurface conditions do not vary greatly from <br />those observed. Our experience has shown that significant <br />variations are likely to exist and can become apparent only during <br />additional on-site excavation. For this reason, and because of our <br />familiarity with the project, Lambert and Associates should be <br />retained to observe foundation excavations prior to foundation <br />construction, to observe the geotechnical aspects of the <br />construe*_ion, and to be available in the event any unusual or <br />unexpected conditions are encountered. The cost of the <br />geotechnical observations and testing during construction or <br />additional engineering consultation is not included in the fee for <br />this report. We recommend that your construction budget include <br />site visits during construction for the project geotechnical <br />6 <br />Lambert a~ia ~,ssoriatcs <br />~GNSUt iirvG GEGiEC nrviC~L ENGINEERS •nD <br />N4iE R1iL TE5}ING <br />
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