attachment pages jobs/12-0508 plan... · 2012. 6. 14. · smonica-10-01 proposed pico branch...
TRANSCRIPT
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.
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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.
INSTALLATION ANDCOMMENTS
MOISTURE CONTENT %
CORE REC%RQD%
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
(continued)
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
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.
Groundwater seepage not observed tothe depth explored.
Caving not observed.
INSTALLATION ANDCOMMENTS
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
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
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
INSTALLATION ANDCOMMENTS
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
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
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
Exploration completed at a depth of36.5 feet.
Groundwater seepage not observed tothe depth explored.
Caving not observed.
INSTALLATION ANDCOMMENTS
MOISTURE CONTENT %
CORE REC%RQD%
BLOW COUNT
BORING B-3
COMPLETED: 07/22/10
ELEV
AT
ION
DEP
TH
SAM
PLE
FIGURE B-3
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
(continued)
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
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
Exploration completed at a depth of11.5 feet.
Groundwater seepage not observed tothe depth explored.
Caving not observed.
INSTALLATION ANDCOMMENTS
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
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: hand-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
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