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60 51 52 22 58 23 800

TQs 17 ° bedding 6°-8 ° TQs 25° bedding 8-13 Tmc 17 ° bedding 8°-13 ° 49 50 48 47 53 54 21 TQs 17 ° bedding 6°-8 13 Section 24-24 750 700 153035-01 BAS March 2016

Materials Qls Fill 46 55 56 20 19 TQs 25° bedding 8-13 650 Project No: Engineer: Date:

45 600 550

44 43 18 8-13 500

Pseudostatic - Translational Keyway 30' Deep by 100' Wide 3H:1V Backcut 4142 40 39 38 Fill 17 16 57 450 400
Section 24 SSA for Skyline Ranch.gsz Run By: Dr. Alexander Bykovtsev, Ph.D., P.E. 3/22/2016 11:39:33 AM

37 Tmc 17 ° bedding 8°-13 ° 350 Development project, Tract 60922

36 300 Distance (ft) Los Angeles CA
15 Skyline Ranch A-1359
Section 24 SSA for Skyline Ranch.gsz
35 34 14 250
Seismic Loads Horizontal: 0.15 33

1.31 Vertical: 0.0 13 200

32
150
31

12
100
29 30

50
2728 26 25 11 10 59 0 LGC Valley, Inc GEOTECHNICAL CONSULTING 28532 Constellation Road, Valencia, CA 91355 Phone 661-702-8474, Fax 661-702-8475

Name: TQs 17 ° bedding 6°-8 ° Model: Anisotropic Fn. Unit Weight: 120 pcf Cohesion': 225 psf Phi-Anisotropic Strength Fn.: TQs 17° (Along Bedding bedding 6°-8°) C-Anisotropic Strength Fn.: TQs 150 psf (Along Bedding 6°-8°) Model: Mohr-Coulomb Unit Weight: 100 pcf Cohesion': 150 psf Name: TQs 25° bedding 8-13 Model: Anisotropic Fn. Unit Weight: 120 pcf Cohesion': 225 psf Phi-Anisotropic Strength Fn.: TQs 25° (Along Bedding bedding 8°-13°) (2) C-Anisotropic Strength Fn.: TQs 100 psf (Along Bedding 8°-13°) Model: Mohr-Coulomb Unit Weight: 120 pcf Cohesion': 200 psf Name:

Name: Qls
Name: Fill
Phi': 40 °
Phi': 40 °
Phi': 20 °
Phi': 33 °
Phi': 40 °
2 8
-200
1 24
1,700 1,650 1,600 1,550 1,500 Elevation (ft) 1,450 1,400 1,350 1,300