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4719 BELVEDERE AVE 2016-01-01 MF Import
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4719 BELVEDERE AVE 2016-01-01 MF Import
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Last modified
5/8/2017 10:17:16 AM
Creation date
1/23/2017 12:42:51 PM
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Address Document
Street Name
BELVEDERE AVE
Street Number
4719
Imported From Microfiche
Yes
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June 28,206 <br />David and Judy King <br />L&A Job No. GA076 <br />Page 19 <br />judgmenl that provided the rccommendations in this report are fally implementcd and observed <br />during construction and nticr the completion of the development, the areas disturbed by <br />construction will be stabiliud and remain stable and will not increase the potential for soil <br />movement. In our opinion, the risk of damage to the proposed development and from the <br />devclopment to adjacent properies from soil instability should be minimnl. <br />LIMI'1'ATIONS <br />This report has bccn preparcd for the specific appl�cation to this projcct for lhe exclusive use by <br />the David and Judy King, und their representativcs, consultants and contructors. We recommend <br />tliat this repori, in its enlirety, bc included in the projcct contract documents for the information <br />of the prospcctive controclors for lheir estimating and bidding purposes and for compliance with <br />thc rccommcndations in this rcport during construction. The conclusions and intcrprctations in <br />this rcpor+, howcvcr, should not bc construed as a w;vranty of the subsurface conditions. The <br />scoEx; of this study docs not include scrvices rclated to wnswction cafcty precautions and our <br />rccommendations arc not intcnded to dircct thc contractor's methods, tech,iqucs, scqucnccs or <br />procedures, exccpt �.ti spccifically described in tl�is rcport for design considcrations. <br />Our rccommendations and conclusicns are based on soil conJitions encountcred in the test <br />borings, uur engincering analyscs, anJ our experiencc and engineering judgmenL The <br />conclusions vid recommendations are professional opinions dcrivcd in a manncr consistent with <br />the Icvcl of carc and skill ordinarily exerciscd by olhcr membcrs of the profession currendy <br />praclicing under simil;v conJitions in this ttrca. No warranly, expressed or implied, is mnde. <br />1'hc sile subsurface conditions encountered in the test borings muy vnry &om those actually <br />encountcrcd during construction. 77�e nature and extent of such variations may not become <br />cviJent until cunstniction starts. If variations appcar lhen, wc should be rctaincd to re-evaltwte <br />LIU & .ASSOCIATES, INC. <br />
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