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1230 MADRONA AVE 2016-01-01 MF Import
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1230 MADRONA AVE 2016-01-01 MF Import
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Last modified
4/10/2017 9:16:48 PM
Creation date
2/17/2017 10:41:59 PM
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Address Document
Street Name
MADRONA AVE
Street Number
1230
Imported From Microfiche
Yes
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April ] 0, 2005 <br />Propesed Single-Pamily Resider,ce <br />L&A Job No. SA019 <br />Page 1 C <br />K1SK TVALUA7'ION STA'C�MCNT <br />The site is underlain Uy dense lo very-dense, glacinl drift and advance ouhvash soils at relatively <br />shallow depth. These soils are of high shear strength and have good resistance against slopc <br />fnilures. The key to mainlain stability of the site is to have proper and adequate erosion and <br />drai��age control. It is our opinion thnt if the recommendations ;n the reporl �re implemented and <br />oUscrved, thc gcologic hazard of' th� site will be staUiiizeci ; nd thc site can maintain stability <br />during , nd after construction. And, if thc rccemmendations ar� incorporaled into the design of <br />the proposcd dcvclopmenl, thc risk of dnmages to the suUjcct proper;y and its adjlcenl propertics <br />will bc climinatcd or mitigntcd. <br />LInll7'A7'IONS <br />'I'his rcport has bccn prepnred for the specific application to this projcct fm thc czclusivc use by <br />thc Park Avcnuc Ruilders, LLC, and thcir associatcs, rcprescntativc, COOSU�IIIIIIS and conlractors. <br />Wc recammend that this report, in its cntircly, bc included in the projcct conlract documenls for <br />thc inli�rmation of ihc prospective contractors for thcir estimating ancl bidding purposes. '1'he <br />conclusions ,md intcrprcl�tious iu this report, ho���ever, should not be construcd as a warranly of <br />thc subsurf:icc w;iditions. 'rl�e scope of tl�is studv does not includc scrvices related to <br />conslruction safety preca�rtions and our recommendations arc not intendcd to dircct thc <br />conllactor's methods, technic�ucs, scquences or proccdums, exccpl as specifically described in <br />this report far dcsign considcrations. <br />Our recommeudations and conclusious ar� based on the geologic and soil eouditions encountered <br />in the icsl pits, and om• cspericnce mid enginecring judgmcnt. 'fhe conclusions and <br />recommcnd�tions are prolessional opinions derived in a manner cor�sistent with thc Icvel of carc <br />and skill ordin�rily e�crcised by othcr members of the prolession currently practicing under <br />similar conditions in this are�. No wnrrant��, expressed or implicd, is made. <br />L1U & ASSOCIATES, INC. <br />
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