641+00642+00643+00644+00645+00646+00647+00648+00649+00650+00651+00652+00653+00654+00655+00656+00657+00658+00659+00660+00661+00662+00663+00664+00665+00666+00667+00668+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+00

SAN PEDRO FM (Qsp)

FILL (af)

SAN PEDRO FM (Qsp)

af

OLDER ALLUVIUM (Qalo)

LAKEWOOD FORMATION (Qlw)

?

?

?

?

YOUNGER ALLUVIUM (Qal)

OLDER ALLUVIUM (Qalo)

SAN PEDRO FM (Qsp)

OLDER ALLUVIUM (Qalo)

YOUNGER ALLUVIUM (Qal)

SAN PEDRO FM (Qsp)

LAKEWOOD FORMATION (Qlw)

OLDER ALLUVIUM (Qalo)

SAN PEDRO FM (Qsp)

af

af

OLDER

ALLUVIUM (Qalo)

YOUNGER

ALLUVIUM (Qal)

?

??

?

??

?

?

?

OLDER

ALLUVIUM (Qalo)

FILL (af)

?

Qlw

Qlw

Qlw

? ?

?

?

? ?

?

?

?

?

?

?

?

?

?

?

?

?

OLDER

ALLUVIUM (Qalo)

Qlw

af

Qal

Qal

Qal

Qal

641+00642+00643+00644+00645+00646+00647+00648+00649+00650+00651+00652+00653+00654+00655+00656+00657+00658+00659+00660+00661+00662+00663+00664+00665+00666+00667+00668+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+00

Fs Qt

Fs Qt Fs Qt

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

10

5

10

25

62

50

38

24

39

46

33

Push

18

4

30

30

11

28

30

31

36

45

45

19

17

80

66

43

66

35

31

39

39

34

11

8

12

16

16

59

4

Push

12

38

40

30

92/9"

30

40

Push

5

5

12

65

51

80/10"

32

45

29

35

45

73/9"

36

27

62

14

34

77

58

33

29

56

12

30

68

7

9

11

23

20

15

17

41

36/10"

17

28

68/11"

95/11"

90/11"

88/10"

97/11"

63

91

50/10"

Push

10

12

26

12

16

15

30

24

18

26

50/6"

80

79/10"

56

75/10"

42/10"

50/3"

60/10"

49

48

76

58

56

77

15

28

32

39

42

19

17

59

50/5"

50/10"

50/1"

50/5"

50/5"

50/5"

86 51 22

32

54

33

49

29

18

37

30

30

95

50/6"

99/10"

50/6"

49

32

65/11"

70

82

21

20

46

34

12

60

75/6"

75/6"

80/10"

47

50/5"

50/4"

50/5"

50/4"

100/3"

75/6"

75/6"

26

15

16

30

28

24

68

97/9"

93/9"

50/5"

50/3"

43

50/4"

30

13

19

34

37

36

50

75/9"

100/5"

50/5"

50/3"

100/

4½"

70/5"

75/5"

87

15

21

22

81

19

49

41

51

21

21

25

14

4/6"

15

25

43

90

96/11"

84

63

50/6"

93

50/4"

44

50/4"

15

10

11

17

41

72/11"

94/8"

50/5"

93/10"

93/10"

66

90/11"

51

87/8"

91/9"

43

12

26

33

15

11

55

39

26

36

20

11

17

50/6"

25

64

71

79

98

63

54

70

50/5"

53/6"

50/5"

72/9"

90/6"

50/5"

50/6"

50/6"

90/11"

50/3"

17

39

52

69

80/10"

81

84/10"

75/7"

66

86/6"

75/7"

50/6"

110/3"

100/4"

75/6"

66/10"

75

75/6"

0 0

100/5"

18

18

50

89/11"

73/10"

84

66

42

Push

9

14

21

26

53

81

83/11"

65

59

54

66

50/3"

37

46

41

13

27

54

85

9

78

36

55

7

24

10

13

10

17

54

29

27

50/6"

50/5"

50/4"

50/2"

93/11"

95/10"

87

12

8

18

9

24

57

16

70

90

75

75

80

78

75

100

75

59

89

28

15

10

91

55

20

12

12

18

22

29

36

50

61

11

9

23

32

61

50/4"

50/4"

50/5"

125

100

100/5"

4/22/11

4/22/11

4/22/11

4/22/11

ER = 60%

ER = 60%

ER = 60%

Fs Qt

Fs Qt

4/22/11

4/22/11

4/22/11

4/22/11

6/2/11

4/18/11

5/5/11

2/5/11

5/18/11

5/17/11

2/4/11

1/28/11

6/17/09

?

MO

RE

NO

D

R

S-1

12

CE

NT

UR

Y P

AR

K

EA

ST

AV

EN

UE

O

F

TH

E S

TA

RS

MG

M D

RIV

E

C-116

?

?

CENTURY CITY /CONSTELLATION STATION

BEND IN SECTION BEND IN SECTION

TD=62'

TD=105'

BE

VE

RLY

D

R.

RO

DE

O D

R.

BE

DF

OR

D D

R.

LIN

DE

N D

R.

SP

ALD

IN

G D

R

LA

SK

Y D

R

G-1

60

RO

XB

UR

Y D

R.

McC

AR

TY

D

R.

No 15DOUBLE CROSSOVER

WILSHIRE / RODEOSTATION

BEND IN SECTION

CE

NT

UR

Y

PA

RK

W

ES

T

RE

EV

ES

D

R.

NO.10DOUBLE CROSSOVER

?

G-1

63

G-1

67

C-1

21

G-1

70

T3

-B

2

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

C-114

S-109G-147

G-148

G-149

G-144 (P)

G-145

(NV)

G-146

G-12

M L910783

M L89380.ADEB6

WILSHIRE / RODEO STATION

G

-

1

6

3

G

-

1

6

4

(

N

V

)

G

-

1

6

7

C

-

1

1

6

C

-

1

1

7

C

-

1

1

8C

-

1

1

9

C

-

1

2

0

C

-

1

2

1

/

T

8

-

C

7

S

-

1

1

1

S

-

1

1

2

G

-

1

6

9

(

M

W

)

(

P

)

G

-

1

6

8

/

M

-

1

1

9

(

P

)

G

-

1

7

0

(

M

W

)

G

-

1

6

2

(

P

)

G

-

1

6

6

A

(

P

)

(

N

V

)

(

M

W

)

C

-

1

1

9

A

C

-

1

2

0

A

C

-

1

2

0

A

1

C

-

1

1

9

B

G

-

1

6

5

(

N

V

)

(

M

W

)

M

-

1

9

C

-

1

2

0

B

G

-

1

6

6

B

C

-

1

1

9

A

M

A

-

6

9

0

3

6

5

1

M

A

-

6

9

0

3

6

9

M

A

-

6

9

0

3

6

2

M

6

2

3

5

3

3

M

7

0

1

3

1

-

8

-

0

3

7

5

S

B

-

2

G

-

1

7

1

T

3

-

B

2

G

-

1

5

9

G

-

1

7

3

(

N

V

)

(

P

)

2

M

6

4

7

3

4

G

-

1

5

2

(

N

V

)

G

-

1

5

1

G

-

1

6

1

G

-

1

6

2

(

P

)

G

-

1

6

0

(

M

W

)

M

7

0

1

3

1

-

1

-

0

1

3

2

2

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 2-4

H=100', V=20' VERTICAL EXAGGERATION = 5:1

STATION 641+00 to 732+00

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 @

3:08pm

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

lt2.4]

Extent of potential zone of ground deformation during seismic event on west Beverly Hills Lineament / Newport-Inglewood FaultZone. Location of fault lines within this area based on projection of fault traces found from seismic reflection surveys, continuouscore boreholes and CPT probes on Transect 2E (Santa Monica Blvd) and Transect 4 (Durant Dr) and offset of stratigraphic markerbeds identified in geotechnical boreholes. Refer to the Century City Fault Investigation Report for additional data and discussion .

50' 100'

SCALE: 1" = 100'

050' 100'

SCALE: 1" = 100'

050' 100'

SCALE: 1" = 100'

050' 100'

SCALE: 1" = 100'

0

?

?

?

?

?

?

?

?

?

?

?

Approximate location

of Santa Monica fault

zone estimated from

fault investigation.

SAN PEDRO FM (Qsp)

SAN PEDRO FM (Qsp)

OLDER ALLUVIUM (Qalo)

OLDER ALLUVIUM (Qalo)

Fill

Qal

Qal

OLDER ALLUVIUM (Qalo)

OLDER ALLUVIUM (Qalo)

Qal

Qal

YOUNGER ALLUVIUM (Qal)

SAN PEDRO FM (Qsp)

OLDER ALLUVIUM (Qalo)

LAKEWOOD FORMATION (Qlw)

?

?

?

?

?

?

?

?

Dip, width, and offset shown

is schematic. Further

exploration to be performed.

?

?

?

?

FILL (af)

LAKEWOOD FORMATION

(Qlw)

89/11"

73/10"

Push

83/11"

50/3"

18

28

23

32

16

29

33

75/11"

45

36

51

Push

30

15

26

27

27

39

19

18

85/8"

48

27

90

41

71

65

37

42

39

42

21

18

19

29

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

27

19

45

46

47

88

69

62

50/4"

78

56

81

28

7

35

49

65/6"

75/5"

36

66

58

65/6"

59

70/6"

96

91

84

84

52

45

21

47

59

41

51

12

22

28

30

0

28

33

28

30

37

8

10

0

12

12

8

13

16

34

24

44

24

31

49

89/9"

27

34

24

68

29

26

27

84

32

42

40

84

93

19

27

52

42

42

60

39

41

13

41

44

30

29

21

20

13

8

52 40 19

18

23

35

27

66

91/11"

60

29

77/11"

25

45

Push

12

56

31

33

70

31

43

89

35

41

37

31

58

39

7

71

20

89

56

45

33

0

54

39

14

0

25

18

60

75/11"

38

28

18

15

50

18

57

18

44

50/3"

55/6"

52

50/5"

87/11"

55/6"

97/10"

58

25

30

55

42

42

36

43

91/9"

65

52

65

65

50/5"

75/5"

69

36

60

48

29

22

50

85

19

28

39

35

35

36

40

28

7

17

17

16

16

19

8

89/11"

79

84/8"

Fs Qt

12/17/1012/17/10

12/30/10

12/15/10

1/2011

1/21/11

6/16/11

6/24/11

6/10/11

6/20/11

6/16/11

1/21/11

6/16/11

02/2011

5/26/11

VE

TE

RA

N A

VE

.

WE

ST

WO

OD

B

LV

D

LIN

DB

RO

OK

D

R

GA

YLE

Y A

VE

.

WILK

IN

S A

VE

TH

AY

ER

A

VE

FA

IR

BU

RN

A

VE

WE

ST

HO

LM

E A

VE

WILS

HIR

E B

LV

D

MA

NN

IN

G A

VE

SE

LB

Y A

VE

?

?

?

S. B

EV

ER

LY

G

LE

N B

LV

D

SA

NT

A M

ON

IC

A B

LV

D

MA

LC

OLM

A

VE

RO

CH

ES

TE

R A

VE

WA

RN

ER

A

VE

KIN

NA

RD

A

VE

WE

LLW

OR

TH

A

VE

AS

HT

ON

A

VE

WESTWOOD / UCLA(ON STREET) STATION

No 15 DOUBLE CROSSOVER

BEND IN SECTION BEND IN SECTION

?

?

?

?

G-1

77

G-1

76

G-1

75

C-1

22

A

G-1

74

A

40

60

80

100

120

140

160

180

200

220

240

260

280

300

320

340

360

380

ELE

VA

TIO

N

40

60

80

100

120

140

160

180

200

220

240

260

280

300

320

340

360

380

ELE

VA

TIO

N

40

60

80

100

120

140

160

180

200

220

240

260

280

300

320

340

360

380

ELE

VA

TIO

N

40

60

80

100

120

140

160

180

200

220

240

260

280

300

320

340

360

380

ELE

VA

TIO

N

40

60

80

100

120

140

160

180

200

220

240

260

280

300

320

340

360

380

ELE

VA

TIO

N

40

60

80

100

120

140

160

180

200

220

240

260

280

300

320

340

360

380

ELE

VA

TIO

N

S

B

-

2

G

-

1

5

8

G

-

1

5

9

G

-

1

7

5

G

-

1

7

7

C

-

1

2

2

A

S

-

1

1

3

G

-

1

7

3

G

-

1

7

4

A

(

M

W

)

G

-

1

7

6

(

N

V

)

(

P

)

N

V

-

1

7

5

N

V

-

5

0

G

-

1

6

-

a

lt

G

-

1

6

-

a

lt

3

M

A

-

6

2

6

7

8

W

E

S

T

W

O

O

D

732+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+00759+00760+00761+00762+00763+00764+00765+00766+00767+00768+00769+00770+00771+00772+00773+00774+00775+00776+00777+00778+00779+00780+00781+00782+00783+00784+00785+00786+00787+00788+00789+00790+00791+00792+00793+00794+00795+00796+00797+00798+00799+00800+00801+00802+00803+00804+00805+00806+00807+00808+00809+00810+00811+00812+00813+00814+00815+00816+00817+00818+00819+00820+00821+00822+00823+00 732+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+00759+00760+00761+00762+00763+00764+00765+00766+00767+00768+00769+00770+00771+00772+00773+00774+00775+00776+00777+00778+00779+00780+00781+00782+00783+00784+00785+00786+00787+00788+00789+00790+00791+00792+00793+00794+00795+00796+00797+00798+00799+00800+00801+00802+00803+00804+00805+00806+00807+00808+00809+00810+00811+00812+00813+00814+00815+00816+00817+00818+00819+00820+00821+00822+00823+00

G

-

1

7

8

(

N

V

)

G

-

1

8

0

G

-

1

8

1

G

-

1

8

8

G

-

1

8

9

G

-

1

9

0

C

-

1

2

6

P

-

1

0

3

/S

-

1

1

4

G

-

1

7

9

(

P

)

(

M

W

)

G

-

1

8

6

(

P

)

(

M

W

)

C

-

1

2

4

N

V

-

5

1

G

-

2

0

G

-

2

3

G

-

2

3

G

-

1

8

7

(

P

)

G

-

1

9

1

(

P

)

G

-

1

9

9

/M

-

1

2

2

(

P

)

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 2-5

H=100', V=20' VERTICAL EXAGGERATION = 5:1

STATION 732+00 to 823+00

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 @

3:20pm

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

lt2.5]

50' 100'

SCALE: 1" = 100'

050' 100'

SCALE: 1" = 100'

0

?

?

OLDER ALLUVIUM (Qalo)

OLDER ALLUVIUM (Qalo)

Fill

YOUNGER ALLUVIUM (Qal)

SAN PEDRO FM (Qsp)

Qal

SAN PEDRO FM (Qsp)?

OLDER ALLUVIUM (Qalo)

Fs Qt

Fs Qt

6/10/11

6/16/11

6/10/11

6/7/11

BO

NS

ALLE

A

VE

.

SE

PU

LV

ED

A B

LV

D.

?

?

WESTWOOD / VA HOSPITALSTATION

No 645RDOUBLE CROSSOVER

No 15 DOUBLE CROSSOVER

I-405

SA

N D

IE

GO

FR

EE

WA

Y

?

G-2

4

140

160

180

200

220

240

260

280

300

320

340

360

380

ELE

VA

TIO

N

140

160

180

200

220

240

260

280

300

320

340

360

380

ELE

VA

TIO

N

140

160

180

200

220

240

260

280

300

320

340

360

380

ELE

VA

TIO

N

140

160

180

200

220

240

260

280

300

320

340

360

380

EL

EV

AT

IO

N

140

160

180

200

220

240

260

280

300

320

340

360

380

EL

EV

AT

IO

N

140

160

180

200

220

240

260

280

300

320

340

360

380

EL

EV

AT

IO

N

822+00823+00824+00825+00826+00827+00828+00829+00830+00831+00832+00833+00834+00835+00836+00837+00838+00839+00840+00841+00842+00843+00844+00845+00846+00847+00848+00849+00850+00851+00852+00853+00854+00855+00856+00857+00858+00859+00860+00861+00862+00863+00 822+00823+00824+00825+00826+00827+00828+00829+00830+00831+00832+00833+00834+00835+00836+00837+00838+00839+00840+00841+00842+00843+00844+00845+00846+00847+00848+00849+00850+00851+00852+00853+00854+00855+00856+00857+00858+00859+00860+00861+00862+00863+00

C

-

1

2

7

S

-

1

1

5

G

-

2

0

3

(

P

)

(

M

W

)

(

N

V

) G

-

2

4

G

-

1

9

9

/

M

-

1

2

2

(

P

)

G

-

2

0

4

(

P

)

G

-

2

0

5

(

P

)

C

-

1

2

8

,

C

-

1

2

8

A

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

Exploratio

n 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 2-6

H=100', V=20' VERTICAL EXAGGERATION = 5:1

STATION 822+00 to 863+00

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 @

3:28pm

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

lt2.6]

50' 100'

SCALE: 1" = 100'

0