Page 1044 - skylineranchfeiraddendum1216

800

Section 2-2 TQs (150 psf/17° - A-Bed 6-11°) Tmc (100 psf/25° - A-Bed 4-8°) Tmc (150 psf/17° - A-Bed 4-8°) 21 20 40 41 18 19 22 TQs (150 psf/17° - A-Bed 6-11°) 42 43 44 45 23 31 38 32 36 24 750 700 153035-01 BAS March 2016

Materials Fill Along Bedding Shear 58 59 17 Along Bedding Shear TQs (150 psf/17° - A-Bed 6-11°) Along Bedding Shear TQs (150 psf/17° - A-Bed 6-11°) Along Bedding Shear 30 650 600 Project No: Engineer: Date:

57
54 55 550
16 53 TQs (150 psf/17° - A-Bed 6-11°) 29 500

Static-Translational 15 14 13 56 52 51 450
Section 2-2 SSA for Skyline Ranch3to1.gsz Run By: Dr. Alexander Bykovtsev, Ph.D., P.E. 3/19/2016 1:57:45 PM

12 Fill 50 49 Tmc (150 psf/17° - A-Bed 4-8°) 400
11 350 Development project, Tract 60922
1.531 28
Keyway 75' wide by 30' deep
Section 2-2 SSA for Skyline Ranch3to1.gsz
10 9 Tmc (100 psf/25° - A-Bed 4-8°) 300 Distance (ft) Skyline Ranch Los Angeles CA A-857

250
8 7 48
3H:1V Backcut 37 6 47 200 150

27
5
100
46 35
4
50 0 LGC Valley, Inc GEOTECHNICAL CONSULTING 28532 Constellation Road, Valencia, CA 91355 Phone 661-702-8474, Fax 661-702-8475

3

Name: TQs (150 psf/17° - A-Bed 6-11°) Model: Anisotropic Fn. Unit Weight: 120 pcf Cohesion': 225 psf Phi-Anisotropic Strength Fn.: 17° - A-Bed 6-11° C-Anisotropic Strength Fn.: 150 psf - A-Bed 6-11° (TQs) Name: Tmc (100 psf/25° - A-Bed 4-8°) Model: Anisotropic Fn. Unit Weight: 120 pcf Cohesion': 200 psf Phi-Anisotropic Strength Fn.: 25° - A-Bed 4-8° C-Anisotropic Strength Fn.: 100 psf - A-Bed 4-8° Model: Mohr-Coulomb Unit Weight: 120 pcf Cohesion': 200 psf Name: Along Bedding Shear Model: Mohr-Coulomb Unit Weight: 120 pcf Cohesion': 150 psf Name: Tmc (150 psf/17° - A-Be

Name: Fill
Phi': 33 °
Phi': 40 °
Phi': 11 °
Phi': 40 °
Phi': 40 °
34 -150
1
26 39 33 25
-200
2,100 2,050 2,000 1,950 1,900 Elevation (ft) 1,850 1,800 1,750 1,700