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Horizontal: 0.15
Seimic load
Section 20-20 Seismic Final SSA with key for Skyline Ranch.gsz Run By: Dr. Alexander Bykovtsev, Ph.D., P.E. 3/24/2016 2:11:22 PM
Section 20-20 Seismic Final SSA with key for Skyline Ranch.gsz
Tmc 100-25° (A-Bed (-3°)-(-18°) Vertical: 0.0 1.27 TQs 100-25° (A-Bed 0-5°) Keyway depth 15' width 30', backcut slope 3H:1V 12 11 13 37 14 10 9 8 7 B6 6 B65 TQs 100-25° (A-Bed 0-5°) 5 4 (95) Fill 33 34 15 41 40 Shear Layer 3 2 TQs 100-25° (A-Bed 0-5°) 39 38 36 35 1 TQs 100-25° (A-Bed 0-5°) 28 29 267 2 30 Tmc 100-25° (A-Bed (-3°)-(-18°) Section 20-20 31 790 740 690 640 590 540 490 440 390 340 290 240 190 Distance (ft) 153035-01 Skyline Ranch Project No: BAS Engineer: Development project, Tract 60922 March 2

Materials Shear Layer Fill Phi-Anisotropic Strength Fn.: Tmc 100-25° (A-Bed (-3°)-(-18°) C-Anisotropic Strength Fn.: 100psf-25° (A-Bed (-3°)-(-18°) 25 24 23 22 Phi-Anisotropic Strength Fn.: TQs 100-25° (A-Bed 0-5°) 140 90 40 28532 Constellation Road, Valencia, CA 91355

Name: Shear Layer Model: Mohr-Coulomb Unit Weight: 120 pcf Cohesion': 150 psf Name: Fill Model: Mohr-Coulomb Unit Weight: 120 pcf Cohesion': 200 psf Name: Tmc 100-25° (A-Bed (-3°)-(-18°) Model: Anisotropic Fn. Unit Weight: 120 pcf Cohesion': 200 psf Name: TQs 100-25° (A-Bed 0-5°) Model: Anisotropic Fn. Unit Weight: 120 pcf Cohesion': 225 psf 21 20 C-Anisotropic Strength Fn.: 100 psf (A-Bed0°-5°) 19 18 -10 -60 LGC Valley, Inc GEOTECHNICAL CONSULTING Phone 661-702-8474, Fax 661-702-8475

Phi': 40 °
Phi': 40 °
Phi': 33 °
Phi': 11 °
17 -110
-160
32
16
1,900 1,850 1,800 1,750 1,700 Elevation (ft) 1,650 1,600 1,550 1,500