4818 BELVEDERE AVE 2016-01-01 MF Import

I�ovember 9, 2006 Single-Pamily Residencc - [3elvederc Lat 4 I.BcA Job No. 6A 149 Pagc 14 buil�ings. Wc rccommend the tinish ground bc slopcd at u gradient of 3 percent minimum for a distance of'at Ieast 10 feet away from tb: buildings, except in thc iueus to be paved. Clcanouts Sufficicnt numbcr of cicanouts at stratcgic locations should bc providcd for the undcrground drain line systems. The under6round drain line systems should be muintnined periodically to prcvent clogging. RISK EVALUATIO�V STATEMENT 'I'hc site is undcduir, at rclatively shallow depth by dcnse to very-dense Esperunce Sand soils. These soils are cf high sheaz strength in undistu�bed native state and of high rcsistance against slope failures. lt is our judgment that provided thc recommendations in this report are fully implcmenled during construction und afier the completion of the development, th� arcas disturtxd by construction will be sWbilizcd :uid rcmain stablc and will not increase thc potentiul for soil movement. In aiv opinion, the risk of damage to the proposed development und from thc devclopment to ndjacent propertics from soil instability should be minimal. LIMITATIONS 7�his rcport has been prepared for the specific applic�ation to this project for the exclusive use by the Mr. Audrey Guscv and his clicnts, associates, consultants and contractors. We rccnmmend lhal lhis report, in its entirety, be induded in the project contract documents for the infomiation of the prospectivc contrac�ors for their estimating and bidding purposes and for compliance with the recommenJations in this report during construction. The cunclusions and interpretntions in this rcport, howcver, should not be conswed as a warranty of the subsurface conditions. The scopc of this study docs not include serviccs relnted to construction safety pmcautions and our rccommcndations �rc not intended to dircct the contractor's methods, tcchniques, sequences or procedures, except as specificaUy described in this reEwrt for design considerutions. LIU & ASSOCIATES, INC.