Attachment Pages Jobs/12-0508 Plan... · 2012. 6. 14. · SMONICA-10-01 PROPOSED PICO BRANCH LIBRARY GRAPHIC LOG MATERIAL DESCRIPTION TESTING DEPTH FEET LOGGED BY:SFK MAY 2012 2121

ATTACHMENT A

5-MILE (26,400 FEET) RAD

IUS

SITE

Prin

ted B

y: a

day

| P

rint

Dat

e: 5

/8/2

012 9

:53:5

2 A

M

File

Nam

e: J:\

S-Z\S

Monic

a\SM

onic

a-10\S

Monic

a-10-0

1\F

igure

s\C

AD

\SM

onic

a-10-0

1-S

MS.

dw

g | L

ayout:

FIG

URE

A-1

Off

71

4.6

34

.37

01

Fa

x 7

14

.63

4.3

71

1

Anah

eim

CA

92

80

6

21

21

S T

ow

ne

Cen

tre

Plac

e -

Suit

e 1

30

SIT

E P

LA

N - S

TR

ON

G M

OT

ION

REC

OR

DIN

GS - N

OR

TH

RID

GE E

AR

TH

QU

AK

ESM

ON

ICA

-10

-01

FIG

UR

E A

-1M

AY 2

01

2PR

OPO

SED

PIC

O B

RA

NC

H L

IBR

AR

YSA

NT

A M

ON

ICA

, C

A

SITE PLAN BASED ON IMAGE OBTAINED FROMCENTER FOR ENGINEERING STRONG MOTION DATAAPRIL 18, 2012

LEGEND:

SITE

5-MILE RADIUS FROM CENTER OF SITE

0

N

(SCALE IN MILES)

1 2

B-2

SINGLE-STORY LIBRARY(PROPOSED)

THELMA TERRY BUILDING(EXISTING)

B-1

Prin

ted B

y: a

day

| P

rint

Dat

e: 5

/8/2

012 9

:55:5

6 A

M

File

Nam

e: J:\

S-Z\S

Monic

a\SM

onic

a-10\S

Monic

a-10-0

1\F

igure

s\C

AD

\SM

onic

a-10-0

1-S

P02.d

wg | L

ayout:

FIG

URE

A-2

Off

71

4.6

34

.37

01

Fa

x 7

14

.63

4.3

71

1

Anah

eim

CA

92

80

6

21

21

S T

ow

ne

Cen

tre

Plac

e -

Suit

e 1

30

SIT

E P

LA

NSM

ON

ICA

-10

-01

FIG

UR

E A

-2M

AY 2

01

2PR

OPO

SED

PIC

O B

RA

NC

H L

IBR

AR

YSA

NT

A M

ON

ICA

, C

A

SITE PLAN BASED ON DRAWING PROVIDED BYCITY OF SANTA MONICA ARCHITECTURAL SERVICESOCTOBER 19, 2011

0

(SCALE IN FEET)

N

20 40

LEGEND:

BORING

TYPICAL CROSS SECTION

B-1

A'

A

A A'

Off 714.634.3701 Fax 714.634.3711

Anaheim CA 92806

2121 Towne Centre Place - Suite 130

TYPICAL CROSS SECTION A-A'

FIGURE A-3

SMONICA-10-01

MAY 2012PROPOSED PICO BRANCH LIBRARY

SANTA MONICA, CA

ATTACHMENT B

Hand augered to 5.0 feet.

Sample on large root - couldbe inflated blow count.DD = 117 pcf

DD = 108 pcf

DD = 97 pcf

DD = 98 pcf

DD = 100 pcf

166.70.3

165.02.0

152.514.5

138.029.0

DDDS

DD

DD

DD

DD

ASPHALT CONCRETE (4 inches).Medium dense, light brown, fine SANDwith silt (SP-SM); moist - FILL.CONTACT FILL/NATIVE AT 2.0 FEETMedium dense, red-brown, fine SANDwith silt (SP-SM); moist (Qom).

becomes dense, fine to medium at 10.0feet

Very dense, red-brown, fine to mediumSAND (SP), minor silt; moist.

becomes yellow-brown, fine to coarse at25.0 feet

Very dense, yellow-brown, fine SANDwith silt (SP-SM); moist.

INSTALLATION ANDCOMMENTS

MOISTURE CONTENT %

CORE REC%RQD%

167.0

BLOW COUNT

BORING B-1

COMPLETED: 07/22/10

ELEV

AT

ION

DEP

TH

SAM

PLE

FIGURE B-1

BORING BIT DIAMETER: 7-inch

SANTA MONICA, CA

SMONICA-10-01

PROPOSED PICO BRANCH LIBRARY

GR

APH

IC L

OG

MATERIAL DESCRIPTION

TES

TIN

G

DEPTHFEET

LOGGED BY: SFK

MAY 20122121 S Towne Centre Place - Suite 130

Anaheim CA 92806Off 714.634.3701 Fax 714.634.3711

BORING METHOD: hollow-stem auger (see report text)

DRILLED BY: JDK Drilling, Inc.

BO

RIN

G L

OG

SM

ON

ICA

-10

-01

-B1

_4.G

PJ

GEO

DES

IGN

.GD

T

PRIN

T D

AT

E: 5

/7/1

2:K

T

36-50/3"

26-50/5"

28-50/4"

37-50/3"

0 50 100

0 50 100

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

27.5

30.0

78

DD = 88 pcf

DD = 88 pcf

130.536.5

DD

DD

(continued from previous page)

Exploration completed at a depth of36.5 feet.

Groundwater seepage not observed tothe depth explored.

Caving not observed.


MOISTURE CONTENT %

CORE REC%RQD%

BLOW COUNT

BORING B-1

COMPLETED: 07/22/10

ELEV

AT

ION

DEP

TH

SAM

PLE

FIGURE B-1


SANTA MONICA, CA

SMONICA-10-01


GR

APH

IC L

OG


TES

TIN

G

(continued)

DEPTHFEET

LOGGED BY: SFK





BO

RIN

G L

OG

SM

ON

ICA

-10

-01

-B1

_4.G

PJ

GEO

DES

IGN

.GD

T

PRIN

T D

AT

E: 5

/7/1

2:K

T

27-50/6"

37-50/6"

0 50 100

0 50 100

30.0

32.5

35.0

37.5

40.0

42.5

45.0

47.5

50.0

52.5

55.0

57.5

60.0

DD = 118 pcf

DD = 121 pcf

DD = 111 pcf

161.04.0

154.710.3

154.510.5

DDDS

DDCON

DD

Medium dense, red-brown, fine SANDwith silt (SP-SM); moist - FILL.

CONTACT FILL/NATIVE AT 4.0 FEET

Dense, red-brown, fine SAND with silt(SP-SM) to fine, silty SAND (SM); moist(Qom).

Dense, red-brown, medium to coarseSAND with silt (SP-SM); moist.Exploration completed at a depth of10.5 feet.




MOISTURE CONTENT %

CORE REC%RQD%

165.0

BLOW COUNT

BORING B-2

COMPLETED: 07/22/10

ELEV

AT

ION

DEP

TH

SAM

PLE

FIGURE B-2


SANTA MONICA, CA

SMONICA-10-01


GR

APH

IC L

OG


TES

TIN

G

DEPTHFEET

LOGGED BY: SFK





BO

RIN

G L

OG

SM

ON

ICA

-10

-01

-B1

_4.G

PJ

GEO

DES

IGN

.GD

T

PRIN

T D

AT

E: 5

/7/1

2:K

T

0 50 100

0 50 100

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

27.5

30.0

38

67

79

DD = 102 pcf

DD = 107 pcf

DD = 104 pcf

DD = 100 pcf

DD = 96 pcf

161.70.3

160.02.0

148.014.0

DDDS

DD

DD

DD

DD

ASPHALT CONCRETE (3 to 4 inches).Medium dense, light brown, silty SAND(SM); moist - FILL.CONTACT FILL/NATIVE AT 2.0 FEETDense, red-brown, fine SAND with silt(SP-SM); moist (Qom).

trace clay at 10.0 feet

Very dense, red-brown, fine to mediumSAND (SP), minor silt; moist.

trace silt at 20.0 feet


MOISTURE CONTENT %

CORE REC%RQD%

162.0

BLOW COUNT

BORING B-3

COMPLETED: 07/22/10

ELEV

AT

ION

DEP

TH

SAM

PLE

FIGURE B-3


SANTA MONICA, CA

SMONICA-10-01


GR

APH

IC L

OG


TES

TIN

G

DEPTHFEET

LOGGED BY: SFK





BO

RIN

G L

OG

SM

ON

ICA

-10

-01

-B1

_4.G

PJ

GEO

DES

IGN

.GD

T

PRIN

T D

AT

E: 5

/7/1

2:K

T

27-50/6"

35-50/6"

0 50 100

0 50 100

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

27.5

30.0

62

71

67

125.536.5

minor silt at 30.0 feet





MOISTURE CONTENT %

CORE REC%RQD%

BLOW COUNT

BORING B-3

COMPLETED: 07/22/10

ELEV

AT

ION

DEP

TH

SAM

PLE

FIGURE B-3


SANTA MONICA, CA

SMONICA-10-01


GR

APH

IC L

OG


TES

TIN

G

(continued)

DEPTHFEET

LOGGED BY: SFK





BO

RIN

G L

OG

SM

ON

ICA

-10

-01

-B1

_4.G

PJ

GEO

DES

IGN

.GD

T

PRIN

T D

AT

E: 5

/7/1

2:K

T

27-50/6"

50/6"

0 50 100

0 50 100

30.0

32.5

35.0

37.5

40.0

42.5

45.0

47.5

50.0

52.5

55.0

57.5

60.0

167.70.3

167.01.0

163.54.5

156.511.5

LAWN (driving turf with reinforcing grid,3 inches).Medium dense, light-brown, silty SAND(SM); moist - FILL.CONTACT FILL/NATIVE AT 1.0 FOOTDense, brown, fine to medium SANDwith silt (SP-SM); moist (Qom).

Dense, red-brown, fine SAND (SP), minorsilt; moist.

becomes very dense, fine to medium at10.0 feet





MOISTURE CONTENT %

CORE REC%RQD%

168.0

BLOW COUNT

BORING B-4

COMPLETED: 07/22/10

ELEV

AT

ION

DEP

TH

SAM

PLE

FIGURE B-4


SANTA MONICA, CA

SMONICA-10-01


GR

APH

IC L

OG


TES

TIN

G

DEPTHFEET

LOGGED BY: SFK



BORING METHOD: hand-auger (see report text)


BO

RIN

G L

OG

SM

ON

ICA

-10

-01

-B1

_4.G

PJ

GEO

DES

IGN

.GD

T

PRIN

T D

AT

E: 5

/7/1

2:K

T

28-50/4"

45-50/6"

0 50 100

0 50 100

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

27.5

30.0

56

Attachment Pages Jobs/12-0508 Plan... · 2012. 6. 14. · SMONICA-10-01 PROPOSED PICO BRANCH LIBRARY GRAPHIC LOG MATERIAL DESCRIPTION TESTING DEPTH FEET LOGGED BY:SFK MAY 2012 2121

Documents