1303 MADRONA AVE 2016-01-01 MF Import

Geotechnicnl Engineering Lvnluat�on ]303 M�drona Ave - King December 2, 200G RMl Pile No. 39306 Pagr.11 conccmcd pnrtics nnd incorpornled inm the pinns nnd that the necessary stcps are taken to see that the contructors or subcontractors carry out such rccomn'�cndntions in the field. All pcoplc who own or occupy ltumes un or Uelo�v hillsides should realizc that landslide ntovemcnts arc ahvuys a pussibilily, xllhough thc IikeliLuod is low that sucl� an event will nchially occur. The Inndo�mer shuuld periodically inspect the siopc, cspccially af�er a winter stonn, If distrcss is cvident, a geotechnic:d enginecr should be coutncled Cor advice on remedinl/provent;itivc mcasures. T6e proUability tl�nt landsliding will occur is subslantinlly rcduced by thc proper maintenance of drainage measures at Uie site. Thercfore, tl�e homco�mer should recognize ihe resuonsibility for perfurming such mainlenance. Consequently, wc recommend qiat n copy of our report be provided to any future )wmeowners af 4�e properry ifthe hrnnc is sold. Wc suggest that �ve provide oUservation of the earthwork phases of development. 7'his should includc grnding, foundation cor�shuc[ion, nnd sc[bncks, dminagc installntion, and crosion control mcasures. Although we cspect sitc gcology, soil types, conditions, and distributions to be as discussed herein, snmc variations in subsurfuce conditions could occuc Should conditions other than those discussed ubove be encountered, the gentechnical consultant should be no[ified for review and comment. r�dditional or altemativc recommendntions mny be required. USI? OF THIS It�P012T "I'his rcport is [hc property oC RMI ASSOCIATI?S LLC and has becn prcp�red for b1r. �1'eston 33. King and his ngents for use in pinnuing and design of this projcct on this sitc oniy, The datu tmd repon should be provided to prospective contractors for their bidding and estimating purposes, but our report, conclusions and inter�vetations should no: be constr�ed as a wartanty of subsurfuce conditions. At the time of this report, final plans wcre not av�iinble. VI'e reconunend that we be retained to revie�v final plpns prior to ihc start of construction to check for conformance with the recoromendations in this report. The scope of our �vork does not includc services rclated to construction safety precautions, and our rccommendntions nre not intendcd to direct thc contrnctors' mcthods, techniqucs, scquenccs or procedures, exr�� as SNccifically describcd in our report for consideration in design. Thcre ure possible variations in subsurface conditions. Wc recommend thnt project plamiing include c�mtingencies in budgct �id schedulo should areas be foiend with conditions that vmy from those described in this report. RMI ASSOCIATES LLC 6I'd 6ST9-6Z9 (09E1 syoaq;yo�d �N su2tsa4 d8S�E0 LO GD �eW