4719 BELVEDERE AVE 2016-01-01 MF Import

e Junc 28, 20G David and ]udy King L&A Job No. 6A076 Pagc l 1 than I'our inchcs. Imported swctural fill should be stockpiled and covcrcd separatcly from the ��n-site soils. Structural fill s6ould be placed in li(is no morc than 10 inches lhick in loose smtc, with each liti compacted ro a minimum perccntage oCthe maximum dry density determincd by ASTM D1557 (MoJificd Proctor Mcthod) .w5 follows: ApPlicatiun Within builJing pads Roadway/dri��cwny subgradc Rctnining wall backfill Utility trench hacklill 13UILDING SF.TI3ACK % of Maximum Dry Density 95°�0 95% for top 3 fect and 90% bclow 90% 95% for top 4 fecl and 90% bclow Thc purpose of building sctback from the top or toe or an overly steep portion of a slope is to cstnblish n safe buflcr such th�t if a slo� f�ilure should occur the smbility of the structurc can be maintained :uid damages to the strucwre minimizcd. '1'o maintain stnbility, lhe building to be constnictcd on thc northcm lot should bc suf7icicntly sclback from lhc top of bank of slope 40% or morc. Our rccommendations for building sctback of the proposcd new residcncc from the top of stccp slopc arc prescntcd on Plate 7. If comentional Cooting foundations nre used to support the building, thc footing foundations should be cmbedded nt least one foot into the undedying, Jcnse I;sperancc Ssmd ancllor hard Whidbey fonnation soils. Also, lhe footing founclntions should be set back at Icast I S feet from rop of bank of slope 40% or more, und the horiwntnl distance from the cdge of the footings to the face of Uie stecp slope should be at least 20 feet. LIU & ASSOCIATES, INC.