3313 SMITH AVE 2018-01-01 MF Import

March 30,2009 IIWA Project P;o.2009-030-21 • Pnvement,material testing; • Foundation beuring capacity vcrification; • Structur�l fill pinccmc��t; und • Utility trcnch buckfill. i '1'l�c locations of U�c explmutious used Cor this project were limited lo exisung datu. It is ,. : � possible thal subsurface c.onditions in other areas dilTer signiftcantly from thosc revcalcd in thc cxisting explorntions. By bcing present on-sitc duririg'the conslruction phase of the project,our rcpresentativc will be ublc to confirni conditions indioeted.by thc explorations,verify the applicability of tlie recommendatioiis prescnted�in this report Uascd on thc soii conditious cncountcred,or,if ncccssary, provide revised recommendations ndapted to lhe conditions revealed during construction. • 4. CONDITIONS ANU LIMITATIONS � Wc havc prcpurcd this rcport for thc City�qF L'vccctt and.PcRect Inc. for their use in designing and construction of the Noi�theni,S}viR DRT Transit Teiminal. 'I'his report should be provided in its cntirety to prospective contmctors Cor UiJding and estimating puiposes;howevcr,lhc conclusions und iutap�etutions presented in this reporl shouid not be consU�ued ns a wm•ranty of ezisting subsurfaCe.conditions. Experiencc hus sho�yi tl�at soil smd ground watcr conditions can vary significantly ovcr small distnnces nnd grnunc9water can vnry significmuly over tima Inconsistent conditions can occur between exploraticin locatious and'may not Ue detected by n geotechnical study of lhis nature. If, during future sitc operalionst subsurAice conditions m•c encounlered which vary apprecinbly from tliosc described herein, EIWA should be notified for rcvicw of thc nncommcnd,itioiiS of this rcport, nnd revisiott of such if ncccssary. SufTicicnt gcotcchnicnl mouitaring,tcsting,nnd consultutiat should be provided during coustivction to confimi that the condilions encountered are consistent with thosc iudicated hy tlie explondions, lo provide recommendutions for dcsigu cl�anges sliould conditions revcalcd duriug construction differ substantially from lhose anticipated,and to verify thnt geotechnical aspects of construclion camply with thc contruct pinns ar.d spccificutions. Witltiu tlic limitations of scopc,schcdulc and budget,HWA attempted to execute these services iu nccordance with genernlly accepted professionnl principlcs and practiccs in thc ficlds of gcotechniud cuginecring mid enginccring gcolugy in the area ut lhe lime the 2G09�0?0-21 Drallwa 1$ HWAGEOSCIkNCFSINC 1 �,