+ All Categories
Home > Documents > PS CENTURY CITY STATION -...

PS CENTURY CITY STATION -...

Date post: 28-Jun-2018
Category:
Upload: hoangkien
View: 214 times
Download: 1 times
Share this document with a friend
1
668+00 669+00 670+00 671+00 672+00 673+00 674+00 675+00 676+00 677+00 678+00 679+00 680+00 681+00 682+00 683+00 684+00 685+00 686+00 687+00 688+00 689+00 690+00 691+00 692+00 693+00 694+00 695+00 696+00 697+00 698+00 699+00 700+00 701+00 702+00 703+00 704+00 705+00 706+00 707+00 708+00 709+00 710+00 711+00 712+00 713+00 714+00 715+00 716+00 717+00 718+00 719+00 720+00 721+00 722+00 723+00 724+00 725+00 726+00 727+00 728+00 729+00 730+00 731+00 732+00 733+00 734+00 735+00 736+00 737+00 738+00 739+00 740+00 741+00 742+00 743+00 744+00 745+00 746+00 747+00 748+00 749+00 750+00 751+00 752+00 753+00 754+00 755+00 756+00 757+00 758+00 Qal Qal af Qalo af Qal Qalo Qal Fill (af) Qal YOUNGER ALLUVIUM (Qal) OLDER ALLUVIUM (Qalo) OLDER ALLUVIUM (Qalo) ? ? ? ? ? YO Fill af SAN PEDRO FM (Qsp) SAN PEDRO FM (Qsp) SAN PEDRO FM (Qsp) SAN PEDRO FM (Qsp) OLDER ALLUVIUM (Qalo) ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? Approximate location of Santa Monica fault zone Approximate location of West Beverly Hills Lineament / Santa Monica Blvd fault zone ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? 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 0 0 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 BEVERLY GLEN BLVD PS PS 668+00 669+00 670+00 671+00 672+00 673+00 674+00 675+00 676+00 677+00 678+00 679+00 680+00 681+00 682+00 683+00 684+00 685+00 686+00 687+00 688+00 689+00 690+00 691+00 692+00 693+00 694+00 695+00 696+00 697+00 698+00 699+00 700+00 701+00 702+00 703+00 704+00 705+00 706+00 707+00 708+00 709+00 710+00 711+00 712+00 713+00 714+00 715+00 716+00 717+00 718+00 719+00 720+00 721+00 722+00 723+00 724+00 725+00 726+00 727+00 728+00 729+00 730+00 731+00 732+00 733+00 734+00 735+00 736+00 737+00 738+00 739+00 740+00 741+00 742+00 743+00 744+00 745+00 746+00 747+00 748+00 749+00 750+00 751+00 752+00 753+00 754+00 755+00 756+00 757+00 758+00 McCARTY DR. LINDEN DR. SPAULDING DR. CENTURY PARK EAST MORENO DR. WARNER AVE THAYER AVE FAIRBURN AVE CHARLEVILLE BLVD. COMSTOCK AVE ROCHESTER AVE WELLWORTH AVE G-151 G-153 ENSLEY AVE. SANTA MONICA / CENTURY CITY STATION TD=105' TD=105' 20'x16' RCB BENEDICT CANYON STORM DRAIN G-154 G-150 NO.10 DOUBLE CROSSOVER G-158alt G-152 G-149 AVENUE OF THE STARS C-122A 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 ELEVATION 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 ELEVATION 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 ELEVATION 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 G-149 G-150 (P) G-152 (NV) G-151 G-153 G-154 C-115/T1-C17 S-110 G-156 (MW) G-13 G-14 18 G-155 / T2-B10 M A-66362 1 M A-69046 1 M A-66248 11 M A-66248 4 M 62019 4 M 62019 1 SB-1 G-158 G-159 G-175 C-122A G-157 alt (P) C-126 alt G-200 alt G-158 alt G-177 S-113 G-176 (NV)(P) STWOOD 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 Number 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 TAR Tar 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 COUNTY METROPOLITAN TRANSPORTATION AUTHORITY 12/02/2011 L. MORLEY MBH / PM JAG / HP DESCRIPTION REV DATE BY EXPIRES REG NO APP SEAL HOLDER WESTSIDE SUBWAY EXTENSION PRELIMINARY ENGINEERING SOIL PROFILE 50' 100' HORIZONTAL SCALE: 1" = 100' 10' 20' 0 VERTICAL SCALE: 1" = 20' 0 UserName: LAMorley Dec 05, 2011 @ 4:23pm FileName=> G:\4953_Geotech\2011\111421_MetroWestside\CAD\4953-11-1421_P&P-Plates(11.11).dwg [Plt2.7] 50' 100' SCALE: 1" = 100' 0 50' 100' SCALE: 1" = 100' 0 50' 100' SCALE: 1" = 100' 0 50' 100' SCALE: 1" = 100' 0
Transcript
Page 1: PS CENTURY CITY STATION - Metromedia.metro.net/projects_studies/westside/images/final_eir-eis/19... · SAN PEDRO FM (Qsp) 7 7 19 20 20 66 Push 8 28 20 26 28 53 27 27 35 45 75 54 35

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)

?

?

?

?

?

YOUNGER ALLUVIUM (Qal)

Fill

af

SAN PEDRO FM (Qsp)

SAN PEDRO FM (Qsp)

SAN PEDRO FM (Qsp)

SAN PEDRO FM (Qsp)

OLDER ALLUVIUM (Qalo)

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

Approximate location of

Santa Monica fault zone

Approximate location of West

Beverly Hills Lineament /

Santa Monica Blvd fault zone

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

??

?

?

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

Recommended