4719 BELVEDERE AVE 2016-01-01 MF Import

June 28,206 David and Judy I:ing L&A Job No. GA076 1'agc 12 'I'he builJing sctback fiom thc top of bank of slope 40% or more may be reduced to lU fect if pile foundations nre uscd within 20 fect of the top of bank of slope 40% or more to support the buildinit. Thc pilcs should bc driven ro"rcfusal" as defined in this report, and battcred piles and/or ticb_.k anchors should be pro��ided for resistnnce against lateral force to the building in the dircction towards the stcep slope. A combination of conventional 1'ooting 1'oundations smd pile foundations, mccling thc abovc building sctback rccommcndations may be used to support thc building. CONVENTIONAL FOOTINC FOUNDATIONS Convcntionnl footing foundations mny bc uscd for supporting lhc proposcd buildings. Thc footing foundations should hc placcd on or into thc undcrlying, nativc, undisturbcJ, densc F.slxrancc Sand ancUor harc: Whidbcy formation soils. Watcr should not be nUowed to accumulatc in cxca��atcd footing trenches. Disturbcd soils in footing trenches or undcr on-grade slabs/pavemcnt should bc complctcly rcmovcd down to firtn nativc soils or thoroughly rc- compactcd to a non-yiclding statc prior to pouring concrctc for thc footings. If thc abavc rccammcnd,itions arc followcd, our rccommcndcd dcsign critcria for fooling li�undalions are as fi�llows: •�rn� �u��ani� soil bc:uing pressurc for footing foundations, incluJing dead und livc loads, should not cxcecd 3,000 psf if placcd cn native, undisturbeJ, dcnse L'sperancc S.md or hard Whidbcy fortnation soils, and not �o exceed 2,500 psf if placed on sWctural lill constructcd ovcr such com�xtent b<<sal soils. Thc footing bcnring soils should bc verilicd on-site by n gcotechnical cngincer aficr lhc footing trenches are excuvated nnd bcforc thc footings pourcd. • 7'he minimum depth to bottom of perimctcr footings bclow adjaccnt final extcrior Erade shoulJ be no Iess than 1 R inches. 'fhe minimum depth to bottont of the iucerior footings bclow top of (loor slab should bc no less than 12 inches. LIU & ASSOCIA'1 �.�, .",�.