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<br />DRAFT <br /> <br />1. Describe analysis submittal based on Code: <br /> o UBC(1988) or Cl Other (sped fy) <br />2. Stability analysis submitted provides for: <br /> o Overturning; Cl Sliding; If not, explain <br />3. Loading included in the analyses were: <br /> o Lateral earth @ P. = psf; p.= Dsf <br /> o Surcharge--Slope @ , o surface psf <br /> o Wind@Pw= Dsf <br /> ., <br /> o Seepage (Uplih) 0 Earthquake@ p.. = %g <br /> o 1 OO-year significant wave height ft. <br /> o 100-year significant wave period sec. <br />4. Summary of Stability Analysis Results: Factors of Safety. Itemize for each range in site layout dimension and <br /> loading condition limitation for each respective reach. <br /> loading Condition Criteria (Min) Sta To Sta To <br /> Overturn Sliding Overturn Sliding Overturn Sliding <br />Dead & Wind 1.5 1.5 <br />Dead & Soil 1.5 1.5 <br />Dead, Soil, Flood & Impact 1.5 1.5 <br />Dead, Soil & Seismic 1.3 1.3 <br /> (Ref: FEMA 114 Sept 1986; COE EM 1110-2-2502) <br /> . <br /> (Note: Extendtable on an added sheet as needed and reference) <br /> ___ . w_. .. .. "--. -, I" <br /> . '" ..-- . <br />5. Foundation bearing strength for each soil type: . - .. -........- ,- <br /> . .. <br /> . . .. <br /> Bearino Pressure Sustained load Short Term Load <br /> . ". <br /> Computed design maximum . <br /> psf psf <br /> Maximum allowable psf Dsf <br /> ,. <br />6. Foundation scour protection Cl is, o is not provided, (describe) <br /> . <br /> Note: Attach engi~ee.r!ng analysis to support construction plans. .~. 9_" .. ...., . . <br /> , .' <br /> . . . . <br /> <br />FlOODWAU AND FOUNDATION STABILITY <br /> <br />LeveelFloodwall Sylt,m Analyt:es Form <br /> <br />MT.2 Form a <br /> <br />'.go , 019 <br /> <br />... <br />