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WALL DES |CSNER <br />REA Analysis <br />Project: Stephens Everett Property <br />Location: Site Location <br />Designer: AWR <br />Dote: 2/21/2020 <br />Section: Wall tSection 2 <br />Design Method: NCMA 09_3nt_Ed.Ignore Ve�. Force <br />Oao�� Design Come��no <br />GeismkcA#c: 0.250 <br />SOIL PARAMETERS (P noh y <br />Reinforced Soil: 32deg Opmf 125pcf <br />Retained Soil: 32deg Opaf 125pof <br />Foundation Soil: 34deQ Opmf 130puf <br />Leveling Pad: Crushed Stone <br />GEOMETRY <br />Design Height: 7.00ft(6.00ft Exp.) <br />VVaUBaften/TiU: 4.5O/D.0}deg <br />Embedment 1.00ft <br />Leveling Pad Depth: 0.50ft <br />Slope Angle: O.OdeQ <br />Slope Length: (lOft <br />Slope Toe Offset: O.Dft <br />Vertical 6on Gin0|a Depth <br />FACTORS OFSAFETY (Static /Seismic) <br />Sliding: 1.50/113 <br />Overturning: 2.00/1�50 <br />Bearing: 2.00/1,30 <br />8haoc 1.50/1.13 <br />Live Load: <br />250pef <br />Live Load Offset: <br />1.00ft <br />LL3VVidth: <br />20ft <br />Dead Load: <br />0pmf <br />Dead Load Offset: <br />O.Oft <br />Dead Load Width: <br />0 ft <br />Pullout: <br />Uncertainties: <br />Connection: <br />Note: Calculations and quantities are for PRELIMINARYANALYTICAL USE ONLY and MUST NOT baused for final <br />' nor con stmction without the independent review, verification, and approval byaqualified professional engineer. ' <br />CornarStoneAnalysis and Design 5.U'1g3O9 <br />