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( <br /> � Wall Geomel <br /> [nter Ylan Heighl(Hw)�. 7 50 Wall£tablllty Summary� <br /> Enler Deplh o1 Wall Below�ronl GraOe(Dw) 1.5D Stalic Sel�mlc <br /> Entei VJall eacAslope Ang1e(Oegrees)-. 26.:£ SliOing Safety Factoi= 2.84 7.96 <br /> � Enter Heighl ol Slope Above Tcp ol Wall: 20.D� Ovenuming at Wa��Base Sa(ery Facto�= 4.10 2.85 <br /> '� Enler Nori.ontal Dislance Beyond Sb pe CresP. 20.00 Ovenumirg One Unit Up Sa�ely Factor= 2.SB 1]9 <br /> Bnler Slope Angle in Front ot\Nall(deorees)�. D.00 Ovenuming lvro Unit,Up Safery Factor= PA6 f>b7 <br /> Enler Meighl of Slope Below Wall(Hb�- 0.00 OveN�ning Three Units UD Sa�ety Facta= <br /> � Distanee From Bac«ol Wall to Beginning ot Surcharge: 0.00 Overtuming Four Uni!•.Up Safety Factoi= <br /> I Horimnlal Erlent ol5crcharge: 0.00 Ovetluming Five Un�s Up Sa�ely Par.tor- <br /> I Surcnarae Idaonilutle 1Jst): 0.00 Ovenuming Si�Units Up Safery Factor= <br /> Enler Biock or Ga6ion Heighl(leel) 2.SG Overtuming Seven Units Up Salety Factor= <br /> Enter C�lock or Gabion Depih Qeel) 2.50 Ovetluming Eighi Uni�s Up Sa�cty Feclor= <br /> ' En1er Unit weighl of blocY(pcl) 745 00 Ovenumina NinE Unitc Ue Salety Fector= <br /> I Numlmr of Units in Wall Neight 3.00 Ovehummo Ten Uni�s Up Sately Pecto�_ <br /> IJumher o1 Uni�s in Wall Dep�h 2 00 O��enummp Cieren Un�As Up Sa�rry far�or= <br /> Base Wi01h Qee1) �� <br /> � Heignl ol first Back Golumn(leel) �'�� <br /> � Height ol Secontl Back Column(feel) OAf� <br /> I Heighl of Thirtl Back Column(lee�) 0 00 <br /> Enler W ell Batler(tlegrees) �77 <br /> x.componenl 0.10 <br /> I Vum�onenl 1.00 Pond GraWty Walls <br /> MountalnWe.v Dlvision a <br /> Everett.Washington <br /> T�6D64 <br /> Soll Paramclers <br /> � Fountlation Soll <br /> � Soil Uni�WeigM(pcf) 17.5.00 Bsatlnp Cep�ely EvNuaOon <br /> Frict�on Angle(deorees) 3a.00 <br /> Cohnsion(psl) 100.00 Vertkal LoeE(IDS.) 5187.50 <br /> I Wall Friclion Angle 22.fi7 ReeWInM Lotalbn(z) 2.12 <br /> Na(coulomb) O.dO 0.3fi BIG O.B3 <br /> ecttMricRy(ep 0.38 <br /> BacMill SNI Zone <br /> Soil Unil Weight(pci) t25.00 Q mez(psl) 1512.W <br /> I Friclion Angle(degreeE) 34.00 p min(p� 562.83 <br /> � Cohesion(psi) 0.00 <br /> Wall fnclian Angle 24.00 lMimete Beering CapacOy <br /> Ka(coulomb) 0.403 0.37 NO �M <br /> I Nc 47.16 <br /> N gemme 41.06 VeFk <br /> Ngemme 28,77 Henaen <br /> � q utl. 22568 77 <br /> i eearing S.F. 74.93 <br /> �� <br /> ( <br />