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1718 ENGLAND AVE 2016-01-01 MF Import
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1718 ENGLAND AVE 2016-01-01 MF Import
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Last modified
2/12/2017 8:44:50 AM
Creation date
2/12/2017 8:44:33 AM
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Address Document
Street Name
ENGLAND AVE
Street Number
1718
Imported From Microfiche
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� Geotechnical Engincering Eraluation <br /> England Avenue Lot <br /> � June 2,2005 <br /> NGA Filc No. 4I I805 <br /> Pagc 14 <br /> � We should be retained ro review final rockery location and plans, and provide construction monitoring <br /> services during rockery construction, to evaluate subgrade conditions, cut conditions, fill compaction, <br /> � providc rccommendations for design c'mnges should the conditions differ from antirpated, and to <br /> cvaluatc whethcr rockcry conswction complics with thc dcsign and spccifications. <br /> i usH or�rHis xr:POK�� <br /> I NGA has preparcd this report for Mr. Rollin Carlson, and hi: igents, for use in thc planning and design of <br /> the develapment planned on this site only. The scope of our work does not include services rt;lated to <br /> ( construction safety precautions and our rccommendations are not intended to direct the contractors' <br /> methods, techniques, sequcnces, or procedures, except as specifically described in our report for <br /> ( consideration in design. There are possible variations in subsurface conditions betNeen the explora[ions <br /> and also with �ime. Our report, conclusions, and interpretations should not be conswed :!c a warranry of <br /> 1 subsurface conditioos. A rnntingency for unanticipared conditions should be included in the budget and <br /> ,�i,����i�. <br /> IWc rccommcnd that NGA bc rctaincd to proviJc monitoring and consult:�tion scrviccs during <br /> conswction to confinn that thc conditions r,ncountered an� consistent with those indicated by the <br /> Iexplorations, to provide rccommendations far desi�n changes should the conditions revealed during the <br /> �vork differ from those anticipatcd, and to cvaluate whether or not carthwork and foundation installation <br /> Iactivitics comply with contract plans and specifications. We should be contacted a minimum of one �a'eek <br /> l <br /> ,rior to constniction activitics anJ could attend pre-constn;ction meetings if requested. <br /> � �v�a,�„ a,� i��„�����on. or s�on�, schedule, and budget, our services have bcen performed in accordance <br /> I with generally accepted gcotechnical engineering pr:utices in e(fect in this arca at the time this report was <br /> prepared. No othcr warranty,expressed or implicd, is made. Our obscrvations, findings, .md opini.,ns arc <br /> a means to identify and reduce the inhen;n[risks to the owncr. <br /> o-O-o <br /> I <br /> NELSON GEOTECHN/CAL ASSOCIATES, INC. <br />
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