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Junc 28,20G <br />Uavid and ]udy King <br />L&A Job No. 6A076 <br />Pnge 2 <br />wallcd basement. The building will have two attachcd garages, one at each of the southcast and <br />southwest comers of the building. 'll�cse garages will be ut the main floor level, and will b� <br />nccessed from I3clvcdere Avcnuc vin an cxisting paved drivcway to bc extended to the ncw <br />rcsiJencc. The basement will be be�ow Bradc along t6e south side and day-lightcd along thc <br />north side of the building. 7�he conswction of the bascmcnt will rcquire up to nbout 10 to 12 <br />fect of cut along the south side of the building. <br />SCOPF OF SF.RVICES <br />�Jur scope of scrvices for this stuJy comprises specifically the follo�ti�ing: <br />1 Revicw lhe gcologic and soil conditions at die sitc bised on a publishcd gcologic map. <br />2. Gxplore the subsurface conditions of sout'.icrn �ction of the north lot, where thc new <br />residence is to bc conswcteJ, with thrce test borings drillcd to depths of about 20 to 25 <br />fect Jr�p. Obtain soil samples Gom and conduct SG�ndard Penctration Tcsts in the drilled <br />holcs to gct Jata on thc dcnsity or consistcncy of soils. <br />3. Perform necessar.✓ Bcotechnical anulyscs, and provide geotechnical rccommendations for <br />silc stabili�ation, �raui� g, crosion mitigation, surface nnd gtound watcr control, und <br />founJation dcsign unci constn�ction, bascd on subsurfacc cnnditions cncou�. :re� in thc <br />test borings nnd res�ils of our gcotcchnical analyscs. <br />,1, prcparc a�«ittcn rcpurl to prescnt our findings, conclusions, and recommcndations. <br />SITF. CONDITIQNS <br />SURI�ACE CONDI'!'IONS <br />'Ilic site is situatcd on a muderate to stccp, notihcastcrly-de 'inin„ hillside. The northcm lot has <br />a bo��•I-shapcd tupography with the vallcy of t{ic bowl trending dowm initially northeastedy from <br />LIU & ASSOCIATES, INC. <br />�a <br />