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3702 TULALIP AVE 2016-01-01 MF Import
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3702 TULALIP AVE 2016-01-01 MF Import
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Last modified
3/8/2017 7:33:53 AM
Creation date
3/8/2017 7:33:42 AM
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Address Document
Street Name
TULALIP AVE
Street Number
3702
Imported From Microfiche
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i SERS Public Safery ^ '-1 Communication Tower <br /> � Report No. 704-05224-5 <br /> December 2f,, 2000 <br /> Page 11 <br /> 5.5 Drainage Gonsiderations <br /> The site should be graded such that surface water is directed away from structures and off the <br /> site. Water stiould not be allo�ved to stand in any area where structures are to be constructea. <br /> 5.6 Construction Monitoring <br /> It is recommended thc� PSI ba retained to examine and identify soil exposures created durin3 <br /> project excavations in order to v�rify that soil conditions are as anticipated. We further <br /> recommend that any structural fills be observed and tested by our representative in order to <br /> evaluate the thoroughness and unifomity of their compaction. If possible, samples of fill <br /> materials should be submitted to our laboratory for evaluation prior to placement of fills on site <br /> (at least one week in advance of starting fill operations). <br /> Costs for the recommendad observat�nns during construction are beyond the scope of this <br /> current consultation. Such futura services would be at an additional charge. <br /> 6.0 General <br /> Our conclusions and recommendations described in this report are subject to the following generai <br /> conditions: <br /> S.1 Use of Report <br /> This report is for the exclusive use of the addressee and their representaiive to us= to design <br /> the proposed structure described herein and prepare construction documents. The ,�ata, <br /> analyses, and recommendations may not be appropriate for other structures or purpo��s. We <br /> recommend that parties contemplating other structures or purposes contact us. In the absence <br /> of our written approvai, we make no representation and assume no responsibilily to other <br /> parties regarding this report. <br /> 6.2 Level of Care <br /> The recommendations contained in lhis report are based on the availab!e subsur(ace <br /> informalion obtained by PSI, and design details furnished (o�the proposed project. If there are <br /> any revisions tu the plans for lhis project, or if deviations from the subsurface conditions noted <br /> in this report are encountered during construction, PSI shouid be notified immedialely to <br /> detennine if changes in the foundation recommendations are required. If PSI is not retained to <br /> perform these functions, PSI will not be responsible for the impact of those canditions on the <br /> project. <br />
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