2730 W MARINE VIEW DR 2025-09-03

ST°NTERRA' WALL SYSTEM DESIGN DATA TARGET DESIGN VALUES (Factors of Safety) Minimum Factor of Safety for the sliding along the base FSsI = 1.5 Minimum Factor of Safety for overturning about the toe FSot= 2.0 Minimum Factor of Safety for bearing (foundation shear failure) FSbr= 2.0 -Seismic requirements are 75% of MINIMUM DESIGN REQUIREMENTS Minimum embedment depth Min emb= 2.0 ft INPUT DATA Geometry Wall Geometry Design Height (top of leveling pad to finished grade at top of wall) H =28.00 ft Embedment(measured from top of leveling pad to finished grade at toe) emb =2.00 ft Leveling Pad Depth LP=0.00 ft Face Batter(measured from vertical) i =2.4 deg Slope Geometry Slope Angle (back slope angle measured from horizontal) f3=0.0 deg Slope toe offset(horiz. bench from wall to toe of slope) STL_offset=0.0 ft Slope Length (horiz. length from wall to top of slope) SL_Length =0.0 ft NOTE: If the slope toe is offset or the slope breaks within three times the wall height, a Coulomb Trial Wedge method of analysis is used. Surcharge Loading Live Load (assumed transient loading (e.g. traffic)) LL=250 psf Live Load Offset(measured from back face of wall) LL offset= 5.0 ft Live Load Width(assumed strip loading) LL_width = 20.0 ft Soil Parameters Reinforced Zone Angle of Internal Friction cp= 34 deg Cohesion coh = 0.0 psf Moist Unit Wt/Sat Unit Wt gamma=120.00/138.17 pcf void ratio e=0.40 Angle of Internal Friction cp= 30 deg Cohesion coh =50.0 psf Moist Unit Wt/Sat Unit Wt gamma=120.00/138.17 pcf void ratio e=0.40 Angle of Internal Friction cp = 32 deg Cohesion coh = 50.0 psf Moist Unit Wt/Sat Unit Wt gamma=120.00/138.17 pcf void ratio e=0.40 Note: Calculations and quantities are for PRELIMINARY ANALYTICAL USE ONLY and MUST NOT be used for final n or construction without the independent review, verification, and approval by a qualified professional engineer. UltraWall 5.0.19183 5