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I <br /> r <br /> . - _ �`�. as-, •, <br /> .- <br /> i <br /> Approximate top of slope <br /> i• I � -- ei. ( � "rte .I <br /> -,.._T -/i Approximate locations of <br /> existing concrete block <br /> 4- walls <br /> Im <br /> t f <br /> _ E r <br /> .._ ` HA-3 <br /> Approximate extents of wHA-2 <br /> HA-4 <br /> recent landslide - <br /> «J <br /> i <br /> — <br /> t Existing= <br /> F esiden6b �'- <br /> _ <br /> -'-t '� <br /> Nl __ <br /> io: :-- <br /> LEGEND <br /> --T 1: — •— Property line <br /> HA-1 <br /> Number and approximate <br /> J- Mairona.Avenue <br /> location of hand auger <br /> A A' Approximate location <br /> L� of cross-section <br /> 0 30 60 <br /> (L <br /> Approximate Scale: 1 inch = 30 feet <br /> Reference: Site Plan based on site plan sketch prepared by Robert Packer dated January 26, 2013, and site observations. Topographic contours and structure locations are approximate. <br /> C <br /> d <br /> Project Number NELSON GEOTECHNICAL No. Date Revision By CK <br /> Packer Property ASSOCIATES, INC. 7 2/25!13 Original LSB KMS ° <br /> 870113 P Y N G A <br /> Schematic Site Plan GEOTECHNICAL ENGINEERS & GEOLOGISTS <br /> Figure 2 17311-135th Ave.NE,A-500 Snohomish County 425))337-1889 B <br /> Woodinville,WA 98072 Wenatchee/Chelan(509)7842756 m <br /> (425)486-1669/Fax 481-2510 vwvw.nalsongeotech.com ° <br /> Cr. <br /> z <br />