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<br />Approximate extents of recent -�
<br />landslide and area of proposed
<br />surficial improvements and erosion
<br />control matting.
<br />Rock Spall Backfill-�"
<br />Wall Drain
<br />3-inch sauare fiubing
<br />Approximate location of �
<br />proposed retaining wall.
<br />Final location and height
<br />of wall to be determined
<br />by structural engineer.
<br />Existing Block VVall
<br />Pressure-Treated Timber
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<br />12-inch iVlin. Embedment
<br />Cover ground
<br />surface with erosion
<br />control material and
<br />vegetation
<br />metal
<br />stakes
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<br />Approximate
<br />top of slope
<br />Approximate
<br />locations of existing
<br />concrete block walls
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<br />LEGEND
<br />Property line
<br />Schematic Pin Pile VNall Detail
<br />Not to Scale CI 30 60
<br />Approxima�e 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 />Pro'ect Number IVo. Date Revision By CK
<br />1 I�IIELSoi�9 G�oTECFiN�cAC.
<br />Figure 6
<br />I'acker Property ��� �ssoc���-�s, s n��o ,��25�,3 Original LSB KMS
<br />Schematic Slope Stabilization ���������C�� E�����ER� & �EOLo��srs
<br />S�te � I a 1 e 1 731 1-1 35th Ave. NE, A-500 Snohomish County (425) 337-1669
<br />Woodinville, WA 98072 Wenatchee/Chelan (509) 784-2756
<br />(425) 486-'1669 / Fax 481-2510 www.nelsongeotech.com
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