Post on 28-Jun-2018
668+00669+00670+00671+00672+00673+00674+00675+00676+00677+00678+00679+00680+00681+00682+00683+00684+00685+00686+00687+00688+00689+00690+00691+00692+00693+00694+00695+00696+00697+00698+00699+00700+00701+00702+00703+00704+00705+00706+00707+00708+00709+00710+00711+00712+00713+00714+00715+00716+00717+00718+00719+00720+00721+00722+00723+00724+00725+00726+00727+00728+00729+00730+00731+00732+00733+00734+00735+00736+00737+00738+00739+00740+00741+00742+00743+00744+00745+00746+00747+00748+00749+00750+00751+00752+00753+00754+00755+00756+00757+00758+00
Qal
Qal
af
Qalo
af
Qal
Qalo
Qal
Fill (af)
Q
a
l
YOUNGER ALLUVIUM (Qal)
OLDER ALLUVIUM (Qalo)
OLDER ALLUVIUM (Qalo)
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YOUNGER ALLUVIUM (Qal)
Fill
af
SAN PEDRO FM (Qsp)
SAN PEDRO FM (Qsp)
SAN PEDRO FM (Qsp)
SAN PEDRO FM (Qsp)
OLDER ALLUVIUM (Qalo)
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Approximate location of
Santa Monica fault zone
Approximate location of West
Beverly Hills Lineament /
Santa Monica Blvd fault zone
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Qal
SAN PEDRO FM (Qsp)
7
7
19
20
20
66
Push
8
28
20
26
28
53
27
27
35
45
75
54
35
75
41
24
78
26
43
37
54
23
17
27
8
18
8
44
50/6"
28
22
55
50/5"
41
42
59
14
7
25
57
38
55
49
10
29
54
67
57
75
45
52
42
49
12
16
39
59
82
64
50
26
34
55
52
14
26
22
00
24
14
26
42
26
37
58
83
23
29
25
39
43
36
8
16
90/10"
88/10"
55
20
68
85/8"
68
87
36
37
32
32
28
78
46
31
24
14
16
56
34
34
28
14
14
12
15
14
20
20
17
23
25
25
92/11"
76
81
65
57/6"
27
41
50
41
28
12
17
11
14
28
26
16
32
26
46
51
65/6"
75/6"
100/10"
47
38
60
46
81
50
70
14
11
26
22
29
43
52
74
90/11"
47
37
8/4"
11
31
27
29
35
71
53
48
80/10"
44
51
78
50
39
91
63
50
44
59
44
50
19
29
21
24
39
21
12
37
13
21
28
93
23
24
27
43
88
32
34
62
92/10"
19
5
14
14
29
22
28
40
81
45
39
40
43
50
46
70
73
39
62
35
32
86
49
52
56
37
46
36
17
22
17
20
14
16
47
50/4"
35
73/11"
37
42
26
50/4"
42
Push
27
37
19
27
26
46
39
33
58
52
94
22
40
73 31
36
10
14
73
64
89/9"
50
46
39
33
66
27
50
28
54
24
34
31
13
8
26
65
33
52
44
47
48
33
88
Push
20
38
25
35
38
38
37
41
39
46
46
67
74
23
67
33
53
68
37
35
37
27
40
28
16
7
20
8
87/9"
40
78
33
36
27 7
18
57
26
69
45
23
40
44
51
75
55
80/10"
74
50/5"
50/4"
Push
11
36
22
42
24
50
24
39
37
34
64
36
71
32
55
50
60
62
63
51
49
41
74
29
33
66
31
32
0
15
39
14
13
0
50/5"
50/5"
107
45
55
34
19
12
0 0
5/26/11
5/20/11
6/10/11
6/10/11
B
EV
ER
LY
G
LE
N B
LV
D
PS
PS
668+00669+00670+00671+00672+00673+00674+00675+00676+00677+00678+00679+00680+00681+00682+00683+00684+00685+00686+00687+00688+00689+00690+00691+00692+00693+00694+00695+00696+00697+00698+00699+00700+00701+00702+00703+00704+00705+00706+00707+00708+00709+00710+00711+00712+00713+00714+00715+00716+00717+00718+00719+00720+00721+00722+00723+00724+00725+00726+00727+00728+00729+00730+00731+00732+00733+00734+00735+00736+00737+00738+00739+00740+00741+00742+00743+00744+00745+00746+00747+00748+00749+00750+00751+00752+00753+00754+00755+00756+00757+00758+00
McC
AR
TY
D
R.
LIN
DE
N D
R.
SP
AU
LD
IN
G D
R.
CE
NT
UR
Y P
AR
K E
AS
T
MO
RE
NO
D
R.
WA
RN
ER
A
VE
TH
AY
ER
A
VE
FA
IR
BU
RN
A
VE
CH
AR
LE
VILLE
B
LV
D.
CO
MS
TO
CK
A
VE
RO
CH
ES
TE
R A
VE
WE
LLW
OR
TH
A
VE
G-1
51
G-1
53
EN
SLE
Y A
VE
.
SANTA MONICA /CENTURY CITY STATION
TD=105'TD=105'
20'x16' RCB
BENEDICT CANYON
STORM DRAIN
G-1
54
G-1
50
NO.10DOUBLE CROSSOVER
G-1
58
alt
G-1
52
G-1
49
AV
EN
UE
O
F T
HE
S
TA
RS
C-1
22
A
0
20
40
60
80
100
120
140
160
180
200
220
240
260
280
300
320
340
ELE
VA
TIO
N
0
20
40
60
80
100
120
140
160
180
200
220
240
260
280
300
320
340
ELE
VA
TIO
N
0
20
40
60
80
100
120
140
160
180
200
220
240
260
280
300
320
340
ELE
VA
TIO
N
0
20
40
60
80
100
120
140
160
180
200
220
240
260
280
300
320
340
ELE
VA
TIO
N
0
20
40
60
80
100
120
140
160
180
200
220
240
260
280
300
320
340
ELE
VA
TIO
N
0
20
40
60
80
100
120
140
160
180
200
220
240
260
280
300
320
340
ELE
VA
TIO
N
G-149
G-150
(P)
G
-
1
5
2
(
N
V
)
G
-
1
5
1
G
-
1
5
3
G
-
1
5
4
C
-
1
1
5
/
T
1
-
C
1
7
S
-
1
1
0
G
-
1
5
6
(
M
W
)
G
-
1
3
G
-
1
4
1
8
G
-
1
5
5
/
T
2
-
B
1
0
M
A
-
6
6
3
6
2
1
M
A
-
6
9
0
4
6
1
M
A
-
6
6
2
4
8
1
1
M
A
-
6
6
2
4
8
4M
6
2
0
1
9
4M
6
2
0
1
9
1
S
B
-1
G
-1
5
8
G
-1
5
9
G
-1
7
5
C
-1
2
2
A
G
-1
5
7
a
lt
(P
)
C
-1
2
6
a
lt
G
-2
0
0
a
lt
G
-1
5
8
a
lt
G
-
1
7
7
S
-
1
1
3
G
-
1
7
6
(
N
V
)
(
P
)
W
E
S
T
W
O
O
D
SILT
Group Names
GROUP SYMBOLS AND NAMES
SILT with SAND
CH
CL
ML
Graphic/Symbol
Lean CLAY with GRAVEL
Lean CLAY
Fat CLAY
Fat CLAY with SAND
SANDY SILT
FILL
SANDY Artificial FILL
CLAYEY Artificial FILL
Lean to fat CLAY
Lean to fat CLAY with GRAVEL
CL-CH
SILTY SAND Artificial FILL
MH
Elastic SILT with GRAVEL
Elastic SILT
SANDY lean CLAY
SILTY CLAY
SILTY CLAY with GRAVEL
CL-ML
Fat CLAY with GRAVEL
SM
SILTY SAND
SILTY SAND with GRAVEL
CLAYEY SAND
CLAYEY SAND with GRAVEL
SC
SILTY, CLAYEY SAND
SILTY, CLAYEY SAND with GRAVEL
SC-SM
SP-SM
Poorly graded SAND with SILT
Poorly graded SAND with SILT and GRAVEL
SP
Poorly graded SAND
Poorly graded SAND with GRAVEL
SW
Well-graded SAND
Well-graded SAND with GRAVEL
Group Names
GROUP SYMBOLS AND NAMES
Graphic/Symbol
Field & Lab Tests
Material change
Exploration N
um
ber
NOTES:
A. "N" Value Standard Penetration Test:
Number of blows required to drive the
SPT sampler 12 inches using a 140
pound automatic hammer falling 30
inches. Inches of penetration (if less
than 12 inches) indicated after N-Values.
B. Number of blows required to drive the
Crandall Sampler 12 inches using an
automatic hammer falling 18 inches
(hammer weight varies). Inches of
penetration (if less than 12 inches)
indicated after blow count.
C. Percent passing No. 200 Sieve
D. Liquid Limit
E. Plasticity Index
60/10"
59 86 51 22
Soil Type (see table of
Group Symbols and Names)
Total Depth in Feet
KEY: SEE PLATE 2-0 FOR LEGEND
TARTar Impacted Soil
ROTARY & SONIC BORING
NOTE: For Sonic Boring data A and B does not apply.
PROFILE:
AS NOTED
PLATE 2-7
H=100', V=20' VERTICAL EXAGGERATION = 5:1
STATION 668+00 to 758+00
SANTA MONICA BOULEVARD OPTION
REV
CONTRACT NO
DRAWING NO
SCALE
SHEET NO
DESIGNED BY
DRAWN BY
CHECKED BY
IN CHARGE
DATE
LOS ANGELES COUNTYMETROPOLITAN TRANSPORTATION AUTHORITY
12/02/2011
L. MORLEY
MBH / PM
JAG / HP
DESCRIPTIONREV DATE BY EXPIRESREG NOAPP SEAL HOLDER
WESTSIDE SUBWAY EXTENSION
PRELIMINARY ENGINEERING
SOIL PROFILE
50'100'
HORIZONTAL SCALE: 1" = 100'
10'
20'
0
VE
RT
IC
AL S
CA
LE
: 1" =
20'
0
UserN
am
e: LA
Morley D
ec 05, 2011 @
4:23pm
F
ileN
am
e=
> G
:\4953_G
eotech\2011\111421_M
etroW
estside\C
AD
\4953-11-1421_P
&P
-P
lates(11.11).dw
g [P
lt2.7]
50' 100'
SCALE: 1" = 100'
050' 100'
SCALE: 1" = 100'
050' 100'
SCALE: 1" = 100'
050' 100'
SCALE: 1" = 100'
0