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ST( )N I TERRA <br /> i WALL SYSTEM <br /> UltraWall <br /> Project: 2730 West Marine View Drive L <br /> Location: Everett, WA — <br /> Designer: BD <br /> Date: 8/9/2019 <br /> Section: Section 1 <br /> Design Method: NCMA_09_3rd_Ed, Ignore Vert. Force <br /> Design Unit: StoneTerra <br /> SOIL PARAMETERS cp coh y ysat <br /> Reinforced Soil: 34 deg 0 psf 120 pcf 138 pcf �"�'# ' <br /> Retained Soil: 30 deg 50 psf 120 pcf 138 pcf <br /> Foundation Soil: 32 deg 50 psf 120 pcf 138 pcf <br /> Leveling Pad: Crushed Stone <br /> GEOMETRY <br /> Design Height: 28.00 ft(26.00 ft Exp.) Live Load: 250 psf <br /> Wall Batter/Tilt: 2.40/0.00 deg Live Load Offset: 5.00 ft <br /> Embedment: 2.00 ft LL2 Width: 20 ft <br /> Leveling Pad Depth: 0.00 ft Dead Load: 3,000 psf <br /> Slope Angle: 0.0 deg Dead Load Offset: 25.0 ft <br /> Slope Length: 0.0 ft Dead Load Width: 100 ft <br /> Slope Toe Offset: 0.0 ft <br /> Vertical 6 on Single Depth <br /> Water <br /> Front Height: 0.00 ft <br /> Internal Ht: 0.00 ft <br /> Drainage Depth: 0.00 ft <br /> Back of MSE: 0.00 ft <br /> FACTORS OF SAFETY <br /> Sliding: 1.50 Pullout: 1.50 <br /> Overturning: 2.00 Uncertainties: 1.50 <br /> Bearing: 2.00 Connection: 1.50 <br /> Shear: 1.50 Bending: 1.50 <br /> Note: Calculations and quantities are for PRELIMINARY ANALYTICAL USE ONLY and MUST NOT be used for final <br /> n or construction without the independent review, verification, and approval by a qualified professional engineer. <br /> UltraWall 5.0.19183 <br />