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0 0 <br /> UltraWall <br /> Project: Glenwood Wall <br /> Location: 4841 Glenwood Avenue, Everett Ir---- — <br /> Designer: KMW 1 .'. <br /> Date: 8/21/2019 1-__ L I, <br /> Section: Section 1 . I 1x I <br /> Design Method: NCMA_09_3rd_Ed , <br /> Design Unit: UltraBlock a:; I 2X-2.): ii / <br /> Seismic Acc: 0.200 - <br /> SOIL PARAMETERS cp coh y - <br /> Retained Soil: 30 deg 0 psf 125 pcf <br /> Foundation Soil: 34 deg 0 psf 125 pcf h <br /> �"I <br /> Leveling Pad: 40 deg 0 psf 130 pcf <br /> Crushed Stone <br /> Crushed Stone Interface is true, cp = 34deg <br /> GEOMETRY <br /> Design Height: 9.80 ft Live Load: 250 psf <br /> Wall Batter/Tilt: 0.0/5.70 deg Live Load Offset: 16.00 ft <br /> Embedment: 1.80 ft Live Load Width: 10 ft <br /> Leveling Pad Depth: 0.50 ft Dead Load: 0 psf <br /> Slope Angle: 18.0 deg Dead Load Offset: 2.0 ft <br /> Slope Length: 16.0 ft Dead Load Width: 0 ft <br /> Slope Toe Offset: 0.0 ft Leveling Pad Width: 5.92 ft <br /> Vertical 5 on Single Depth <br /> FACTORS OF SAFETY (Static/Seismic) <br /> Sliding: 1.50/ 1.125 Overturning: 1.50/ 1.125 <br /> Bearing: 2.00/ 1.5 <br /> UltraWall 5.0.18138 Page 1 <br />