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5423 1ST DR W 2016-01-01 MF Import
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5423 1ST DR W 2016-01-01 MF Import
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Last modified
3/7/2017 7:46:11 PM
Creation date
3/7/2017 7:46:07 PM
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Address Document
Street Name
1ST DR W
Street Number
5423
Imported From Microfiche
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� �iP����.11!tiII1PC1'� <br /> ' April 19, 1993 br�ne.hniuJ. <br /> f,vocm iruumrncJ anJ <br /> f ruingic}en ice. <br /> Seixt Homes <br /> 237 Elm Strat <br /> Eveiett,Wichington 'v8203 <br /> .�•temion: Mr. Randy Cluk <br /> Building Setback Conditioas <br /> HanaFrook Development <br /> Divisiocu III md N <br /> Eeeretl,Wazhington <br /> File No.2670-0OS•R06 <br /> 71ie purtwse of this letter is to outline reduced building setback wnditioas fur location o( <br /> • homes at the tops o(slopes on Divisions III and IV ot the Hanabrook Development in Everett, <br /> N'achington. 7Tis hat been discussed with Mr.Randy Clark of Select Homes,Mr.Pat McCoun <br /> of Universal Brukenge Coryoration,and Mr. Michael Crowson of W&H Pacific. <br /> We Aave obsrned no signs of instabiliry on native slopes in Divisions IiI and IV. Fill <br /> slopa on Divisioas iIl and N were conswaed With structural fill coacisting of on-sitc granular <br /> soils under tull-time vwniloring of a qualified individual from our firm. The swctural fill is <br /> keyed into existing fi'm native soils and fill placed to achieve the final slope grades hu been <br /> properly benched into existing native materials and compacted to 95 percent of MDD(maximum <br /> dry densiry)according to the specifiwtions otthe AST�1 Dd557 tese procedure. In addition,U�e <br /> lou are graded m slopa away Rom the tops of stopes and all slopcs have becn covend w�i�h jutc <br /> maning and hydrosealed for erosion protection. <br /> In our opinion, where siopes have been placed, compacted, graded, and vegetated az <br /> describal above,the minimum building setback distance can be redu.ed to ]0 feet. The setback <br /> diseance is�he horizontal distance meatured from the front tace o(the too�ing to the face of the <br /> slone. It should be w�derstood that if Ihe seiback Jistance is reduc� w 10 (eet, �he risks ot <br /> losing access, reducing the design li(a of the foundations and having slope movement impacl the <br /> i�ousc foundations arc incrcucd. - <br /> � <br /> / ' <br /> � <br />
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