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Name: TQs 150-17° (A-Bed6°-7°) Model: Anisotropic Fn. Unit Weight: 120 pcf Cohesion': 225 psf Phi-Anisotropic Strength Fn.: TQs 150-17° (A-Bed6°-7°) C-Anisotropic Strength Fn.: 150psf-17° (A-Bed6°-7°) Name: Shear Layer Model: Mohr-Coulomb Unit Weight: 120 pcf Cohesion': 150 psf Name: Tmc 100-25° (A-Bed0°-5°) Model: Anisotropic Fn. Unit Weight: 120 pcf Cohesion': 200 psf Phi-Anisotropic Strength Fn.: Tmc 100psf-25° (A-Bed0°-5°) C-Anisotropic Strength Fn.: 100 psf (A-Bed0°-5°) Name: Tmc 150-17° (A-Bed0°-5°) Model: Anisotropic Fn. Unit Weight: 120 p

Phi': 40 °

15 25 26 Phi': 11 ° 16 24 Phi': 40 ° Phi': 40 ° 21 800 Phi': 40 °
5 - Translational Temporary lower portion of slope

B57 750 153035-01 March 2016
Section 19-19

14 700 BAS

27 17 650 Project No:
28 10 6 Engineer:

13 600 550 Date:

Current Analysis 12 18 500 450 A-1234

Section 19 SSA for Skyline Ranch.gsz Run By: Dr. Alexander Bykovtsev, Ph.D., P.E. 3/25/2016 2:18:40 PM

36 39 20 7 6 400

41 40
31 38 350 Development project, Tract 60922
11 10 37 35 34 19 300 250 Distance (ft) Skyline Ranch Los Angeles CA
1.49

Lower Keyway depth 20' width 50', backcut slope 2H:1V Upper Keyway depth 10' Width 25', Backcut Slope 2H:1V 9 8 7 6 33 30 200 150
Section 19 SSA for Skyline Ranch.gsz

32 29 100
B2 5 1 50
4 3 2 0 LGC Valley, Inc GEOTECHNICAL CONSULTING 28532 Constellation Road, Valencia, CA 91355 Phone 661-702-8474, Fax 661-702-8475
TQs 150-17° (A-Bed6°-7°) Tmc 100-25° (A-Bed0°-5°) Tmc 150-17° (A-Bed0°-5°) TQs 100-25° (A-Bed 6°-13°) -50

Materials Shear Layer -100 -150

-200
22
20
23
2,200 2,150 2,100 2,050 2,000 Elevation (ft) 1,950 1,900 1,850 1,800