HomeMy WebLinkAbout5109 Ground Wall 697rN
om �
w m
Q� o
�z w
�C
U� U
J (n W
Qw =
Uo U
Lencth
Design H
Pile Spacing
Begin Wall
Expansion( 1130-3
Joints 3-4
Datum E I ev
1000.00
69�
5'
56 9 10/
50'-0"
60'-2% 30'-7y8ll
X90'-0" 3 @, 90'-0"
FG=PG
8'
1400 /-oil
14/-411
4652'-0" (Measured along "SW697" Line)
55 9 10
6 @, 90'-0"
Top of Wa
16
4'
53'-0"
4'
25 @, 10/
50,- 6 %ll
96'-0" 91/-811
3252'-0'l
14' -oil
84 piles
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 12.3/14.1 389 624
k4D l � 4 02101112
R GIS ERED CIVIL ENGINEER DATE
�o QR�FESSI���C
Brett Makley z
09/08/11
PLANS APPROVAL DATE � No. C66397
� �
THE STATE OF CAL IFORNI4 OR ITS OFFICERS Exp.
for spacing see PILE SPACING PATTERN DETAIL A on sheet ''SW -5''O OR AGENTS SHALL NOT BE RESPONSIBLE FOR S, CIVIL tiP
10 THE ACCURACY OR COMPLETENESS OF SCANNED 9TF OF CAL IF���
. COPIES OF THIS PLAN SHEET
_ 21 48 -0 _01 L,
1+
T.Y. LIN INTERNATIONAL SANBAG
ry` 3550 VINE STREET, SUITE 120 1 1 70 W 3RD STREET
FG=OG , o RIVERSIDE, CA 92507 SAN BERNARDINO, CA 92410
C
P ' J
G
10+00 15+00 20+00 Access Gate 25+00 30+00 RAW
Approx OG along
Sta 21 +25000
"SW697" Line ''SW 697'' Line, Note 4 Note Not all piles are shown for clarity.
V U Top of Wal
DEVELOPED ELEVATION -
1
ATION
1 =1 00"-0''
SOUND WALL ELEVATIONS (STA 10+00.00 TO 24+00.00 "SW697" Line)
PLAN SYMBOLS
Section Ident i f i cation
STANDARD PLAN SHEET NO.
DETAIL NO.
1 o For wa I I deta i Is over ut i I i t i es, see SW -5.
2. For ''QUANTITIES'', see SW -7o
3. Soil 0=300 M i n
4. For access gate details,
Begin Wall = BC
see (B15-12 9(B'15_1 3 and B15-14
'SSW 697'' Line
�
Top of Barrier
x
FG
OG±
10+00.00
0
1041 .86
1038.86
1038.86
1031.00
10+87.08
>
1040.48
1037.48
1037.48
1030.00
11+10.22
w
1039.98
1036.98
1036.98
1030.00
12+30.81
1048.85
1037.52
1034.52
1034.52
1030.00
13+20.81
1047.34
1036.01
1033.01
J
w
13+88.24
Q
J
1031.87
z
1030.00
14+32.37
0
a
1031.09
1031.09
1030.00
15+68.81
1044.33
1033.00
1030.00
U
1030.23
SW -5
z
�
0
�
w
rn
L
SOUND WALL
DETAILS
m
4
o
SW -7
z
QUANTITIES
a
.0
SW -8
LOG OF TEST
BORINGS
J
1 OF 6
J
SW -9
LOG OF TEST
BORINGS
NO.
2 OF 6
z
SW -10
0
BORINGS
w
U
0
a
Lencth
Design H
Pile Spacing
Begin Wall
Expansion( 1130-3
Joints 3-4
Datum E I ev
1000.00
69�
5'
56 9 10/
50'-0"
60'-2% 30'-7y8ll
X90'-0" 3 @, 90'-0"
FG=PG
8'
1400 /-oil
14/-411
4652'-0" (Measured along "SW697" Line)
55 9 10
6 @, 90'-0"
Top of Wa
16
4'
53'-0"
4'
25 @, 10/
50,- 6 %ll
96'-0" 91/-811
3252'-0'l
14' -oil
84 piles
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 12.3/14.1 389 624
k4D l � 4 02101112
R GIS ERED CIVIL ENGINEER DATE
�o QR�FESSI���C
Brett Makley z
09/08/11
PLANS APPROVAL DATE � No. C66397
� �
THE STATE OF CAL IFORNI4 OR ITS OFFICERS Exp.
for spacing see PILE SPACING PATTERN DETAIL A on sheet ''SW -5''O OR AGENTS SHALL NOT BE RESPONSIBLE FOR S, CIVIL tiP
10 THE ACCURACY OR COMPLETENESS OF SCANNED 9TF OF CAL IF���
. COPIES OF THIS PLAN SHEET
_ 21 48 -0 _01 L,
1+
T.Y. LIN INTERNATIONAL SANBAG
ry` 3550 VINE STREET, SUITE 120 1 1 70 W 3RD STREET
FG=OG , o RIVERSIDE, CA 92507 SAN BERNARDINO, CA 92410
C
P ' J
G
10+00 15+00 20+00 Access Gate 25+00 30+00 RAW
Approx OG along
Sta 21 +25000
"SW697" Line ''SW 697'' Line, Note 4 Note Not all piles are shown for clarity.
V U Top of Wal
DEVELOPED ELEVATION -
1
ATION
1 =1 00"-0''
SOUND WALL ELEVATIONS (STA 10+00.00 TO 24+00.00 "SW697" Line)
PLAN SYMBOLS
Section Ident i f i cation
STANDARD PLAN SHEET NO.
DETAIL NO.
1 o For wa I I deta i Is over ut i I i t i es, see SW -5.
2. For ''QUANTITIES'', see SW -7o
3. Soil 0=300 M i n
4. For access gate details,
Begin Wall = BC
see (B15-12 9(B'15_1 3 and B15-14
'SSW 697'' Line
Top of Wa I I
Top of Barrier
PG
FG
OG±
10+00.00
1053.19
1041 .86
1038.86
1038.86
1031.00
10+87.08
1051.81
1040.48
1037.48
1037.48
1030.00
11+10.22
1 051.31
1039.98
1036.98
1036.98
1030.00
12+30.81
1048.85
1037.52
1034.52
1034.52
1030.00
13+20.81
1047.34
1036.01
1033.01
1033.01
1030.00
13+88.24
1046.20
1034.87
1031.87
1031.87
1030.00
14+32.37
1045.42
1034.09
1031.09
1031.09
1030.00
15+68.81
1044.33
1033.00
1030.00
1030.00
1030.23
L
~ This plain accurate
f
or.. O
a Sound Wall work only
U.L Nn1
N
0 0 -
BORDER LAST REVISED 7/2/2010
USERNAME=>$USER
DGN FILE => $REQUEST
1 "=1 00'-0''
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
i I i I t I
UNIT 2232
Masonry Block
Sound Wa I I
Concrete Barrier
Type 736S, Case 1
11
= B15-6
FG
4�or
f�a��er
1 2' - 6"
"SW697" Line
1 Y41 1
ES
B15-6 LOL
Top of Barrier
PG
Roadway
Section, see
"X -SHEETS"
OG
TYPICAL SECTION
No Scale
Sta 10+00.00 to Sta 24+00.00 "SW697" Line
z
INDEX
,
WALL
o
GENERAL
x
Q
EC 697+76.E
SHEET
NO. TITLE
'-
NO. 1
"R4'
GENERAL PLAN
NO. 1
- Line
r
SW -2
GENERAL PLAN
NO. 2
O
0
V)
SOUND WALL
DETAILS
z
1
O
SW -4
a
SOUND WALL
DETAILS
NO.
2
N
SW -5
SOUND WALL
0
NO.
3
rn
SW -6
SOUND WALL
DETAILS
NO.
4
o
SW -7
SOUND WALL
QUANTITIES
.0
SW -8
LOG OF TEST
BORINGS
NO.
1 OF 6
J
SW -9
LOG OF TEST
BORINGS
NO.
2 OF 6
U
SW -10
LOG OF TEST
BORINGS
w
3 OF 6
0
a
SW -11
0
LOG OF TEST
BORINGS
NO.
i
:2
SW -12
>�
a
°
NO.
wpm
SW -13
a z
BORINGS
NO.
6 OF 6
UJ W
O
(n a-
ff}-
-
x
697+00
Q_
E
O
L
~ This plain accurate
f
or.. O
a Sound Wall work only
U.L Nn1
N
0 0 -
BORDER LAST REVISED 7/2/2010
USERNAME=>$USER
DGN FILE => $REQUEST
1 "=1 00'-0''
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
i I i I t I
UNIT 2232
Masonry Block
Sound Wa I I
Concrete Barrier
Type 736S, Case 1
11
= B15-6
FG
4�or
f�a��er
1 2' - 6"
"SW697" Line
1 Y41 1
ES
B15-6 LOL
Top of Barrier
PG
Roadway
Section, see
"X -SHEETS"
OG
TYPICAL SECTION
No Scale
Sta 10+00.00 to Sta 24+00.00 "SW697" Line
SOUND
INDEX
TO
WALL
697
GENERAL
SOUND
WALL PLANS
SHEET
NO. TITLE
NO. 1
SW -1
GENERAL PLAN
NO. 1
O
SW -2
GENERAL PLAN
NO. 2
O
0
SW -3
SOUND WALL
DETAILS
NO.
1
O
SW -4
SOUND WALL
DETAILS
NO.
2
N
SW -5
SOUND WALL
DETAILS
NO.
3
rn
SW -6
SOUND WALL
DETAILS
NO.
4
o
SW -7
SOUND WALL
QUANTITIES
.0
SW -8
LOG OF TEST
BORINGS
NO.
1 OF 6
J
SW -9
LOG OF TEST
BORINGS
NO.
2 OF 6
U
SW -10
LOG OF TEST
BORINGS
NO.
3 OF 6
0
a
SW -11
LOG OF TEST
BORINGS
NO.
4 OF 6
:2
SW -12
LOG OF TEST
BORINGS
NO.
5 OF 6
SW -13
LOG OF TEST
BORINGS
NO.
6 OF 6
SOUND
WALL
697
GENERAL
PLAN
NO. 1
PROJECT NUMBER & PHASE
SW -1
0800000744
ww
o�
C:)
00
J J
ww
a
o �
o�
N O
>O
w
�O
Qo
J O
0__ _
w
1
J :2
w
w
w
SOUND WALL ELEVATIONS (STA 24+00.00 TO 56+52.00 "SW697" Line)
"SW 697" Line
om
�
FG±
w
m
1047.10
w
1033.60
1033070
Q1, 1
o
1 032.70
17-
w
26+32.00
_�DC
1 034.89
1035.39
U�
U
1050.50
J (n
W
1037.00
Q W
=
1044.40
U r -)U
�
SOUND WALL ELEVATIONS (STA 24+00.00 TO 56+52.00 "SW697" Line)
"SW 697" Line
>
PG
FG±
OG±
24+00.00
1047.10
w
1033.60
1033070
24+40.00
1046.70
1 032.70
1033.20
1 033.81
26+32.00
1048.89
1 034.89
1035.39
1035039
27+76000
1050.50
1
J
1037.00
Q
1058.40
1044.40
z
�
34+78.15
0
Q
1045.20
1045.20
35+92000
1059.78
1045.78
1046.28
1046.28
U
1060.14
1046014
z
1046.64
36+88000
�
w
1047.10
LL
r1r
1062.89
1048.89
CID
1049.39
41+20.00
1064.82
1050.82
z
1 051 .32
41+68.00
Q
1 051 024
1 051 .74
1 051 .74
42+16.00
1066070
J
1053.20
1053020
z
0
SOUND WALL ELEVATIONS (STA 24+00.00 TO 56+52.00 "SW697" Line)
"SW 697" Line
Top of Wall
PG
FG±
OG±
24+00.00
1047.10
1 033.1 0
1033.60
1033070
24+40.00
1046.70
1 032.70
1033.20
1 033.81
26+32.00
1048.89
1 034.89
1035.39
1035039
27+76000
1050.50
1036.50
1037.00
1037.00
34+48089
1058.40
1044.40
1044.90
1044.90
34+78.15
1058.70
1044.70
1045.20
1045.20
35+92000
1059.78
1045.78
1046.28
1046.28
36+40000
1060.14
1046014
1046.64
1046.64
36+88000
1060.60
1046.60
1047.10
1047010
38+32000
1062.89
1048.89
1049.39
1049.39
41+20.00
1064.82
1050.82
1 051 .32
1 051 .32
41+68.00
1065.24
1 051 024
1 051 .74
1 051 .74
42+16.00
1066070
1052.70
1053.20
1053020
"SW 697" Line
Top of Wa I I
PG
FG±
OG±
43+60.00
1065.96
1 051 .96
1052.46
1052.46
44+08.00
1065.35
1 051 .35
1 051 .85
1 051 .85
44+56.00
1 065.1 5
1 051 .15
1 051 065
1 051 065
45+04.00
1 06 5.60
1051.60
1 052.1 0
1 052.1 0
45+52.00
1 066.1 0
1052.10
1 052.60
1052.60
46+48.00
1 06 5.70
1 051 .70
1052.20
1052.20
46+96.00
1 06 5.20
1051.20
1 051 .70
1 051 .70
50+80.00
1065.90
1051.90
1 052.40
1052.40
51+28.00
1065.95
1 051 .95
1052.45
1052.45
52+72.00
1066.90
1052.90
1 053.40
1053.40
54+16.00
1068.10
1054010
1054.60
1054.60
54+64.00
1069.40
1055.40
1055.90
1055.
"SW 697" Line
Top of Wall
PG
FG±
OG±
55+20.00
1069.50
1055050
1056.95
1056.95
55+20.00
1070.17
1056017
1056.95
1056.95
55+36.00
1070.17
1056017
1057.50
1057050
55+36.00
1070.83
1 056.83
1057.50
1057050
55+52.00
1070.83
1 056.83
1058.05
1058.05
55+52.00
1 071 .50
1057.50
1 058.05
1058.05
55+68000
1 071 050
1057.50
1058.80
1058.80
55+68000
1072.17
1058017
1058.80
1058.80
56+52.00
1073.00
1059000
1059.50
1059050
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 12.3/14.1 390 624
k4D l � 4 02101112
R GIS ERED CIVIL ENGINEER DATE QR�FESSIpIV4
Brett Makley z
09/08/11 CD
PLANS APPROVAL DATE I No. C66397 m
THE STATE OF CAL IFOR/VIA OR ITS OFFICERS Exp.
OR AGENTS SHALL NOT BE RESPONSIBL E FOR CIVIL tiP
THE ACCURACY OR COMPLETENESS OF SCANNED 9TF OF CAL
COPIES OF THIS PLAN SHEET
T.Y. LIN INTERNATIONAL SANBAG
3550 VINE STREET, SUITE 120 1 1 70 W 3RD STREET
RIVERSIDE, CA 92507 SAN BERNARDINO, CA 92410
4652'-0" (Measured along "SW697" Line) End Wa
3252'-0" Len th
14
1 4'-0" Design H
i
84 piles for spacing see "PILE SPACING PATTERN DETAIL A" on sheet "SW-5'sheet g, 1 1 , 12/ 14/
2 10' 12 ' 6
10 104 pi les 9 56 piles for spacing see 6 Pile Spacing
-- 6 14'
,� -
'
2 12
00 9, I 9,
o 21 @ 48,_0.. 29,_31�8��
L, I
+ 10/x' 22
,_0il
N 140,
o�
c
__j '
C_
Access Gate 35+00
° Sta 34+43.00
"SW 697" Line,
Note 2
Datum E I ev 1000.00
z 0
o_ of
x 0 '
Q
N
I N88003/4011Eo ---
V) 35+0
z
a c'
� J
C> � I
O U
H- �- ,
w °
720+00
a
'--IJ I _�
o
a °
wn- m
a z
U _j w O
N o -
V_
x �
E" O
^ z° - W
.. L O Q This plain accurate for
.' ~ Sound Wa I I work on
a � cn � k y
U L N
BORDER LAST REVISED 7/2/2010
for spacing see "PILE SPACING PATTERN DETAIL A" on sheet "SW -5"
26 G� 48'-0'�
FG
Top of WC
�- "PILE SPACING PATTERN DETAIL A" on sheet "SW -5" 5 14'
12 14 2 @, 14' SII 8,
22,_0" 34,_0il '
14 48'-0" 6 Ex ansion(BO-3
44'-0" Joints 3-4
2 4 8'- 0"
.1111 II IIIIIIIIIIIIIIII R/W
40+00 45+00 50+00 55+00
Approx OG along
-
"SW697" Line Access Gate Sta 47+70000
SW 697 Line, Note 2
Note: Not a1 1 piles are shown for clarity. 0
11
DEVELOPED ELEVATION
\ 1 =1 00 -0 =
PI 34+48.89 "SW697" Line
Sta 721+81.60 "I-1 0" Line
157038 LT
--N87048'48"E
PI 34+78.15 "SW697" Line
Sta 722+10086 "I-10" Line
157.51 LT
-N88003/130"E
"I-10" Line/
725+00
USERNAME=>$USER
DGN FILE => $REQUEST
-40+0
R /W
5+
- "SW697" Line
N88003'40"E
730+00
PLAN
1 "=1 00'-0"
RELATIVE BORDER SCALE
IS IN INCHES
I
3 �
Underground uti 1 ities,
see "U -SHEETS" and Note 1
50+00� _=-
3 �
735+00
End Wall 56+52.00 ''SW697" Line
Sta 743+84.71 "I-1 0" Line\
157.61 LT
55+00
C
740+00
1 o For wa I I details over ut i 1 i t i es , see SW -5.
2. For access gate deta i Is, see,and
B15-10 (Bl"5-11B15-14
0 1 2 3
I i I i I i I
UNIT 2232
FG=OG
Gutter, see
"SW -4'1
LOIL = block
"SW697'
+--Line
20"
15
Masonry
Block
Sound Wa I I
on Pi le Cap,
Case 1
PG=Top of
pile cap
FG=OG
RSP, see
"SW -4'1
TYPICAL SECTION
No Sca I e
Sta 24+00.00 to Sta 56+52000 "SW697" Line
SOUND WALL 697 0
GENERAL PLAN NO. 2 'o
PROJECT NUMBER & PHASE
�o
SW -2
Qo
J o
0800000744
ww
Q�
o�
�-60,
^^
00
ww
0
0
J
J
ww
a
SOUND WALL 697 0
GENERAL PLAN NO. 2 'o
PROJECT NUMBER & PHASE
�o
SW -2
Qo
J o
0800000744
0
rN
0__ _
w
J
J
D V)
w
w
w
om
w
�o
Qw
Jz
U�
J (n
Qw
Uo
X (2-1
0
cn
w
w
cn
J
Q
z
0
U
z
w
z
Q
J
U�
z
0
U
z
O
X
Q
F—
O
V)
z
Q
H—
O
H—
z
w
Q
w
0
a
wn- m
Q z rr-
U J w O
N a- V_
x
E" c>
U °' w
L
a
i -
CU �L 4)
N 0 n
m
0
w
U
w
U
w
J
a
w
m
C Scupper, Typ
PAI
20'-0" Max
Expansion
joint, Typ
3`811
Min
rZ\
��') Am'
Min
B
MASONRY WALL ON PILE CAP ELEVATION
1 " = 20' -oil
Note: This sheet for genea I scupper and gutter information
only. For pile and expansion joint Iocations see ''SW -1''
and "SW -2''
C Scupper
Tvn Merl Tvn
This plan accurate for
Sound Wa I I work only
SCUPPER DETAIL
1 "=1 '-0"
Concrete Barrier
Type 736S
Note 3
5,-611 -
0
#5
Tot 2 sets
per scupper
V-411
4"
Detai
NA
LEGEND:
- Minor Concrete ( Gutter)
- Rock Slope Protection
( Backing No 0 3, Method B)
- RSP Fabric (Type A)
Concrete Barrier Type 736S
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 12.3/14.1 391 624
-k4D l� 4 02101112
R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4
09/08/11
PLANS APPROVAL DATE
THE STA TE OF CAL IF01'?NI4 OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
Brett Makley z
Ld No. C66397 M
Exp.
s� CIVIL P
ti
9TF
OF
ALIF
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
NOTES:
B15-6
1 . For deta i Is not shown see
2. Place scuppers in Type 736S barrier from
Sta 15+68.81 to 24+00.00 "SW697" Line
r i c
3. 4"
X
13''
opening
@,
inside
face
of
barrier
) , Typ
3"
X
12''
opening
Q
back
face
of
barrier
-11 IF_1FF___1F_T_1E
6„
I
1
TypMo
T
M � lZ�FG
LJ .,..:
��J -RSP Fat
Typ
/I
A
I -
Z TYP (Type A
�
��') Am'
Min
B
MASONRY WALL ON PILE CAP ELEVATION
1 " = 20' -oil
Note: This sheet for genea I scupper and gutter information
only. For pile and expansion joint Iocations see ''SW -1''
and "SW -2''
C Scupper
Tvn Merl Tvn
This plan accurate for
Sound Wa I I work only
SCUPPER DETAIL
1 "=1 '-0"
Concrete Barrier
Type 736S
Note 3
5,-611 -
0
#5
Tot 2 sets
per scupper
V-411
4"
Detai
NA
LEGEND:
- Minor Concrete ( Gutter)
- Rock Slope Protection
( Backing No 0 3, Method B)
- RSP Fabric (Type A)
Concrete Barrier Type 736S
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 12.3/14.1 391 624
-k4D l� 4 02101112
R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4
09/08/11
PLANS APPROVAL DATE
THE STA TE OF CAL IF01'?NI4 OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
Brett Makley z
Ld No. C66397 M
Exp.
s� CIVIL P
ti
9TF
OF
ALIF
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
NOTES:
B15-6
1 . For deta i Is not shown see
2. Place scuppers in Type 736S barrier from
Sta 15+68.81 to 24+00.00 "SW697" Line
r i c
3. 4"
X
13''
opening
@,
inside
face
of
barrier
) , Typ
3"
X
12''
opening
Q
back
face
of
barrier
M i nor _S�
Concrete
(Gutter) 11/2" X 11/2" 17 ga
stucco netting
DETAIL A
1 1/2=1 ,-0..
USERNAME => $USER RELATIVE BORDER SCALE
BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES
SECTION A—A
0 1 2 3
I i I i I i I
1 =1 '-0
i er
UNIT 2232
111
12 11
SECTION B—B
1 =1 '-0��
SOUND WALL 697
SOUND WALL DETAILS N0. 1
SW -3
PROJECT NUMBER & PHASE
0800000744
ww
Q�
o�
00
ww
0 0
J J
0- 0-
ww
a
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0
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om
w m
Q� o
Jz w
U� U
J U) w
Q W /_
U Q U
#5 X 4' -oil
Centered o,
scupper
C Scupper, Typ
16'-o'' Max
Expansion
joint, Typ
A
8" X 8" X V-411
4"
G
3'-8" Min
rZ\
r�_
x
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Q
0
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m�
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r
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m
i
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a
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0-
J
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z
0
U
#5 X 4' -oil
Centered o,
scupper
C Scupper, Typ
16'-o'' Max
Expansion
joint, Typ
A
8" X 8" X V-411
4"
G
3'-8" Min
rZ\
>�
Q
°
wn-
m�
Q�z�
U J
W
O
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a-
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x
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^
v
E
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^z�w
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a
-;
i
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N
N 0
0-
#5 X 4' -oil
Centered o,
scupper
C Scupper, Typ
16'-o'' Max
Expansion
joint, Typ
A
8" X 8" X V-411
4"
G
3'-8" Min
rZ\
Ell
Kwa
MASONRY WALL ON PILE CAP ELEVATION
1 II = 20'-0"
Note: This sheet for genea I scupper and gutter information
only. For pile and expansion joint Iocations see ''SW -11''
and "SW -2"
This plan accurate for
Sound Wall work only
TrJ /\ J V
Tot 2 ea side
SCUPPER DETAIL
1 =1 '-0��
Sound Wa I I re i of
Top of pile cap
1`611
I
R /W
LEGEND:
- Minor Concrete (Gutter)
Rock Slope Protection
(Backing No 0 3, Method B)
- RSP Fabric ( Type A)
Top of pile cap, Note 3
"SW697" Line
'1
Minor
Concrete
(Gutter) 11/2" X 11/2" 17 ga
stucco netting
DETAIL A
1 1/211=1 ,_oil
USERNAME => $USER RELATIVE BORDER SCALE
BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES
SECTION A -A
1 =1 '-0��
0 1 2 3
I i I i I i I
UNIT 2232
R /W
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 12.3/14.1 392 624
-k4D l� 402101 /1 2
R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4
09/08/11
PLANS APPROVAL DATE
THE STA TE OF CAL IF01'?NI4 OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
Brett Makley z
Ld No. C66397 m
Exp. 4.
s� CIVIL P
9TF OF CAL 1F
ti
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
NOTES:
1 . For deta i Is not shown see 61 5-3
2. Place scuppers in soundwa I I from
Sta 24+00.00 to 56+52.00 "SW697" Line
"SW697" Line
FG
ww
SECTION B -B
1 =1 '-0��
00
Jw
O p
J J
a- a-
ww
a
SOUND WALL 697 �~
o�
SOUND WALL DETAILS NO, 2 w o
�0
SW -4 ~'
J O
PROJECT NUMBER & PHASE
0800000744
0
rN
n,
w
J
J
G
X CC
O
w
r
J
Q
z
0
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z
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a
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0
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x �
v
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i—
��
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w
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0
w
U
W
U
w
J
Q
w
m
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Tl -,r. .-,-' i.ir I I
OG = FG
C CIDH
ELEVATION - UTILITIES AT REDWOOD AVE
16'- 0" I 14 /- 0" 14 /- 0" 14 /- 0"
48,-0", Typ
Pile spacing pattern
Sta 23+97000 to 34+05.00
Sta 34+97.00 to 47+45.00
Sta 48+01.00 to 54+73.00
PILE SPACING PATTERN DETAIL A
a =, 11
—o
T,--\ r-\ --\ -P %.ir
Datum E I ev 1030.00
This plan accurate for
Sound Wa I I work only
BORDER LAST REVISED 7/2/2010
USERNAME=>$USER
DGN FILE => $REQUEST
g,—oil
47+50 47+75
ELEVATION - UTILITIES AT HEMLOCK AVE
1/4''=1 -0
RELATIVE BORDER SCALE
IS IN INCHES
+0
(n W
14 /- 0"
0 1 2 3
I i I i I i I
mom
UNIT 2232
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 12.3/14.1 393 624
-k4D l� 4 02101112
R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4
09/08/11
PLANS APPROVAL DATE
THE STATE OF CAL IFOR/VIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
\j
Brett
Brett Makley z
Ld No. C66397 M
Exp. 4.
s� CIVIL P
ti
9TF OF CAL IF���
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
UTILITIES
OFiber Opti c lines i n 10'' casing
(Time Warner Telecom)
O8'' Water line i n 16'' casing
(Fontana water)
O4" gas I i ne
( Southern California Gas)
40
2-4'' Telephone (AT&T)
[kirs'100C
1 . See B15-15 for spanning utilities
2. Stations measured along ''SW697'' Line.
SOUND WALL 697
SOUND WALL DETAILS NO. 3
SW -5
PROJECT NUMBER & PHASE
0800000744
w w
Q�
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a o
w w
0 0
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a
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w
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0
rN
om
w m
Q� o
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UU
J cn W
Q W =
U r-) U
MASONRY BLOCK FACES
FA]PLAIN
,.y w
Fr
lip. I111ll10.111
x
>�
a
0
w n-
m
a
NO a J
s
a
1 11
a
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s
a
a
a
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w
r
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n
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L
w
rr,
-
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m
i
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a
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J
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0
U
MASONRY BLOCK FACES
FA]PLAIN
,.y w
�I�1��1II�I�i��111�1�1��111�1�1��1
lip. I111ll10.111
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I�I�1��'I f�1�1��1
>�
a
°
w n-
m
a
NO a J
s
a
1 11
a
91IMliI
s
a
a
a
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Jf
a
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r
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x
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L
a
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i
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0-
MASONRY BLOCK FACES
FA]PLAIN
,.y w
[`C1 SPLIT -FACE FLUTED
E] 3 -SCORE PLAIN
b �, --
b..,..
[G]SPLIT- FACE
B� SLUMPSTONE
M COMBED
[F] 5 -SCORE PLAIN
BOND TYPES
FT] STACKED BOND
NOTE: TOOLED JOINTS ONLY
This plan accurate for
Sound Wa I I work on I y
BORDER LAST REVISED 7/2/2010
F2]COMMON BOND
USERNAME=>$USER
DGN FILE => $REQUEST
-o
N
TYPICAL WALL SEGMENT
* 81I x 8'' x 16'' BLOCK SPLIT -FACE
NOTE: COLOR SHALL BE LIGHT
TO RED BROWN, COLOR CHIP
#30227 FEDERAL STANDARD
`SEE NOTE 1
011110,111111!f0,111111
lf�1111�1�1��11f
__m___-_■
�I�1��1II�I�i��111�1�1��111�1�1��1
lip. I111ll10.111
111111IN110,!111111115.1
I�I�1��'I f�1�1��1
1 10,11.111
I�I�I��I
a v i�
rm,
i
a
J i
MR,
a
J a
a
NO a J
s
a
1 11
a
91IMliI
s
a
a
a
Jf
a
1
r
J
r
r
EMENMENENMENEN
3
f
[`C1 SPLIT -FACE FLUTED
E] 3 -SCORE PLAIN
b �, --
b..,..
[G]SPLIT- FACE
B� SLUMPSTONE
M COMBED
[F] 5 -SCORE PLAIN
BOND TYPES
FT] STACKED BOND
NOTE: TOOLED JOINTS ONLY
This plan accurate for
Sound Wa I I work on I y
BORDER LAST REVISED 7/2/2010
F2]COMMON BOND
USERNAME=>$USER
DGN FILE => $REQUEST
-o
N
TYPICAL WALL SEGMENT
* 81I x 8'' x 16'' BLOCK SPLIT -FACE
NOTE: COLOR SHALL BE LIGHT
TO RED BROWN, COLOR CHIP
#30227 FEDERAL STANDARD
`SEE NOTE 1
011110,111111!f0,111111
lf�1111�1�1��11f
__m___-_■
�I�1��1II�I�i��111�1�1��111�1�1��1
lip. I111ll10.111
111111IN110,!111111115.1
I�I�1��'I f�1�1��1
1 10,11.111
I�I�I��I
a v i�
rm,
i
a
J i
MR,
a
J a
a
NO a J
s
a
1 11
a
91IMliI
s
a
a
a
a
a
EMENMENENMENEN
■mm
o
mm
mmmmmmmmm
TRAFFIC SIDE AND OTHER SIDE SIMILAR
RELATIVE BORDER SCALE
IS IN INCHES
w
Cr
END TYPE
ELEVATION TRANSITION
6, -oil
/—MORTAR CAP(TYP)
O
697
i
a v i�
rm,
i
a
J i
MR,
a
J a
a
NO a J
s
a
1 11
a
91IMliI
s
a
a
a
a
a
TRAFFIC SIDE AND OTHER SIDE SIMILAR
0 1 2 3
I i I i I i I
UNIT 2232
Dist COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 12.3/14.1 394 624
-k4D l� 4 02101112
R GIS ERED CIVIL ENGINEER DATE QR�FESSI�,yq
09/08/11
PLANS APPROVAL DATE
THE STA TE OF CAL IFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
�o
Brett Makley z
Ld No. C66397 m
Exp.
CIVIL P
ti
9TF �F CAL 1F
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
TYPICAL WALL SECTION
MORTAR CAP
SOUND
WALL
697
SOUND
WALL
DETAILS
PROJECT NUMBER & PHASE
ww
Q�
o�
00
ww
0 0
J J
0— 0—
W W
� g
a
o �
NO. 4 N(D
(D
w
�o
SW -6
J O
0800000744
0
r_1
LL =
W
w
w
w
r
I
om
w m
Q� o
�z w
U� U
-i U) W
Q W =
Uo U
z
O
x H—
Q
t—
O
z
Q
H-
t�
O
H-
z
w
Q
r
lil
0
EPr {f}
fPr > -I
�
x
W 0_ m
a z
~
0
U J W
N o- a-
O
V_
x
�
CONCRETE
�
II
U
16" CAST -IN
w
E II
o
w
MINOR
�z�w
L
Q
BARRIER
This plan accurate for
Un
v~,
DRILLED -HOLE
Sound Wa I I work on I y
C) LN 0 0_
SLOPE
I
w
Q
J
(SOUND WALL)
z
Y
CONCRETE
O
Q
PROTECTION
STEEL
GUTTER
U
PILING
z
�
FABRIC
�
w
WALL
LL
rr,
m
z
No.
a
J
U�
LF
CY
z
SF
LF
O
CY
SQYD
U
CY
z
O
x H—
Q
t—
O
z
Q
H-
t�
O
H-
z
w
Q
r
lil
0
EPr {f}
fPr > -I
t
Q
W 0_ m
a z
~
U J W
N o- a-
O
V_
x
�
CONCRETE
�
II
U
16" CAST -IN
24" CAST -IN
E II
o
BAR
MINOR
�z�w
L
Q
BARRIER
This plan accurate for
LU
— a
v~,
DRILLED -HOLE
Sound Wa I I work on I y
C) LN 0 0_
SLOPE
REINFORCING
CONCRETE
D i st COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 12.3/14.1 395 624
—k4D��.� 02101112
R GIS ERED CIVIL ENGINEER DATE QR�FESSIpN4
09/08/11
PLANS APPROVAL DATE
THE STA TE OF CAL IFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
QUANTITIES
USERNAME => $USER RELATIVE BORDER SCALE
BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES
0 1 2 3
I i I i I i I
UNIT 2232
Brett Makley z
CD
I No. C66397 m
� Exp. �
s� CIVIL P
9TF OF CAL IFO��,
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
SOUND WALL 697
SOUND WALL QUANTITIES
SW -7
PROJECT NUMBER & PHASE
0800000744
w w
Q
o �
II II
� p
W W
0 0
J J
0- 0-
W W
� g
a
o �
o�
N O
w
�O
Qo
J O
ROCK SLOPE
CONCRETE
MASONRY BLOCK
16" CAST -IN
24" CAST -IN
PROTECTION
ROCK
BAR
MINOR
BARRIER
MINOR CONCRETE
SOUND WALL
MASONRY BLOCK
DRILLED -HOLE
DRILLED -HOLE
FABRIC
SLOPE
REINFORCING
CONCRETE
TYPE 736S
(SOUND WALL)
(BARRIER)
SOUND WALL
CONCRETE
CONCRETE
(BACKING NO. 39
PROTECTION
STEEL
GUTTER
PILING
PILING
METHOD B)
FABRIC
(BRIDGE)
WALL
No.
STATION LIMITS
LF
CY
SF
SF
LF
LF
CY
SQYD
LB
CY
697
10+00.00 to 56+52000 ''SW697'' Line
19400
320
15,867
459528
49303025
22050
5
70
628
75
USERNAME => $USER RELATIVE BORDER SCALE
BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES
0 1 2 3
I i I i I i I
UNIT 2232
Brett Makley z
CD
I No. C66397 m
� Exp. �
s� CIVIL P
9TF OF CAL IFO��,
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
SOUND WALL 697
SOUND WALL QUANTITIES
SW -7
PROJECT NUMBER & PHASE
0800000744
w w
Q
o �
II II
� p
W W
0 0
J J
0- 0-
W W
� g
a
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o�
N O
w
�O
Qo
J O
BENCHMARKS
POST MILES
DIST COUNTY ROUTE TOTAL PROJECT
SHEET No TOTAL
SH
08 SBd 10 12.3/14.1
396 624
Horizontal coordinates are CCS NAD -83 (NSRS2007)
6 SOUND
WALL 697
Vertical control based on NAVD-88 (NGS NAVD88)
�
>
02/01/12
Pt. 1010
Q�OFESSjO�
REGISTERED CIVIL ENGINEER DATE �o q�
N: 1846472°883 E: 6716510°983 Elevation: 1054°523
N
���
�Iko
SET MAG NL & FLASH FOR AT
8
0 S.P ATH V AJ z
09/08/11 No.
C71662 M
Pt ° 5001
PLANS APPROVAL
VAL DATE
N: 1846561 .879 E: 671 6362.1 30 E I evat I on: 1025.534
SET REBAR W/'AECP LS 4430'' PLUG 30' +/- SLY OF RAILS,
A-09-1 24
9
The State of California or its officers or agents Exp.
STgTFoF
12/31 /13
C I V I L
100 +/- W'LY OF CHERRY
8"
8„
completeness of responsible
cooieshof th/soclanrsheet. CALIFO���P
P P P
Pt ° 5002
A-09-123
�;Q ,
N: 1846574.454 E: 671 6783.325 Elevation: 1 027.1 34
SET REBAR W/''AECP LS 4430" PLUG 30'+/- S'LY OF RAILS,
1>
O �'7o O
SANBAG
1 1 70 W 3RD STREET
300'+/- E'LY OF CHERRY
SAN BERNARDINO, CA 92410
EARTH MECHANICS, INC.
NOTES:
17660 NEWHOPE STREET, SUITE E
FOUNTAIN VALLEY CA 92708
(1) This LOTB sheet was prepared in accordance with the Caltrans Soil
and Rock Logging, Classification and Presentation Manual (June 2007) .
PLAN
(2) 2.4" samples were taken using a California Modified Sampler.
8„ A-09-1 28
3
1 " =
80'
(3) An automatic trip hammer system consisting of a hammer weight of
140 lbs falling a distance of 30 was used to advance the drive sampler.
4
705
(4) Conversion factor from 2.4" Modified California Ring Sampler b I owcounts
to Standard Penetration Test ( SPT) b I owcounts is 0.5.
"B" Line
"I-10" Line
7 8 9
700 1 4
705
J
7 8 g
33
00 11
705
Ln
CV
+I
� O
=+
"I-10" Line
"I-10" Line
o
STA. +01+40±°
°
STA. 702+70+-;
403LT-
207LT±
�Q
A-09-123
A-09-124
A-09-128
+1030 E1. +1029.00 ft
®
E1. +1029.90 ft 8„
Asphalt
E1. +1029.00 ft
��
®
+1030
PoorIy raded SAND with GRAVEL (SP): medium dense, olive -gray,
dry, lit}le coarse to fine GRAVEL, mostly coarse to fine SAND,
Poorly graded SAND with GRAVEL SP medium dense, olive -gray,
Bulk 0
:, CP O
SILTY SAND with GRAVEL (SM): medium dense, olive -brown, dry,
little coarse to fine GRAVEL, mostly coarse to fine SAND, little
trace fines nonplastic weak cementation
13112.41 1 OM UW PA to
dry, little coarse to fine GRAVEL, mostly coarse to fine SAND,
trace fines, nes, nonp I ast i c, weak cementation
20 1.4 1
F M
fines nonplastic, weak cementation
'
:'. 45% coarse fine GRAVEL, 53% coarse to fine SAND, 2% fines
+1020 32 1 .4 2 M dense, little coarse to fine GRAVEL, mostly coarse to fine SAND,
0
32 2.4 2 ;'; OM UW PA DS
Poor I y graded SAND w I th SILT and GRAVEL SP -SM medium I um dense,
dark dry, to fine GRAVEL, to
78 2.4 2
- : M
O
Poorly graded GRAVEL with SAND GP e dense olive -gray, dry,+1020
9oarse
trace fines
-6T1.4
olive -brown, 23/ coarse 72/ coarse
fine SAND 5/ fines non Iastic weak cementation
b...
mostly to fine GRAVEL some coarsetofinSD ace
9
70 2.4 3 ::' M UW
OO
F4 3 '.0
Poorlraded SAND with GRAVEL SP e verdense 9.
y graded gray, dry,
50/6 1.4 3
b :..
- M
0
f i nes, nonplastic, weak cementat i on
very dense
little coarse to fine GRAVEL, mostly coarse to fine SAND, trace
b
+1010
19 1 4 &(9 SILTY SNAD wIth GRAVEL SM e medIum dense, oIIve-gray, moIst,
=`
50 2.4 4 -.: M50/4
fines, non I ast i s weak cementation
PoorIy GRAVEL wIth SAND GP e medIum dense,
ray, dry,
2.4 4
o :...
M UW
OO
Poorly GRAVEL with SILT and SAND (GP -GM): very dense
+1010
m
.4
°=
graded
�AND,
-:.
s
graded
�o
M
29% coarse to fine GRAVEL 57% coarse to fine SAND 14% fines
4 -9 9
s
mostlycoarse to fine GRAVEL some coarse to fine trace
olive-gray,dr most) coarse to fine GRAVEL some coarse
non
<
nonplastic, weak cementation
`- 150/5''12.41 5 OM 3UW
53 1 .4 5 M
O
fines, nonplastic, weak cementat i on
66 1 5
; 0
fine SNfew fines, I ast i s weak cementation
>
;:. Poorly graded SAND w I th GRAVEL (SP): very dense, olive -gray
Poorly raded SAND with GRAVEL (SP): very dense, o I I ve- ray,
.4
;
Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense,
z +1000 dry, little coarse to fine GRAVEL, mostly coarse to fine SAND,
0 trace fines, nonpIastic, weak cementation
50/6 2.4_F_6_ ---* OM UW
moist, little coarse to fine GRAVEL, mostly coarse to fine SAND,
trace fines, nonpIastic, weak cementation
o I i ve-gray, moist, I i tt I e coarse to fine GRAVEL, mostly coarse
to f i ne SAND few f i nes non I ast i c weak cementat i on
+ 1 000 -
0
60 1 .4 6 OM
150/6''12.41 6
&(L�
z
moist
dark brown
PoorIy graded SAND with GRAVEL (SP): very dense, dark o I I ve-
a
> Terminated at El. 998 ft
Terminated at E 1. 998.9 ft
Drilled 9/28/2009
brown moist, little coarse to fine GRAVEL, mostly coarse to
Terminated at El. 998 ft fine SAND, trace fines, nonp1astic, weak cementation
-
w Drilled led on 9/28/2009
J +990 g °)
LU Hammer Energy Ratio o (ERi =75/
on °
Hammer Energy Ratio (ERi=75/)
Groundwater not Encountered During
Dr i I I i ng
Drilled on 9/24/2009
°
Hammer Energy Ratio (ERi=75%)
+990
Groundwater not Encountered During Drilling
Groundwater
not Encountered
During
Drilling
+980
+980
+970
+970
+960
+960
PROFILE
VERTICAL 1 " = 10'
HORIZONTAL 1 " = 20'
+950
+950
Stationing along "I-10" Line
699+00 700+00
701+00
702+00
703+00
704+00
R. Zezoff
DRAWN BY
J. Fang
R. Jie
PREPARED FOR THE STATE OF CALIFORNIA S. Pirathiviraj
BRIDGE NO.
S W _8
DESIGN OVERSIGHT
FIELD INVESTIGATION BY:
PROJECT ENGINEER POST MILES
CHECKED BY
L. Cheung
DATE: 09/24/09
to 09/30/09
DEPARTMENT OF TRANSPORTATION
13.2
L 0 G O F T E S T BORINGS 1
OF 6
SIGN OFF DATE
OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09)
ORIGINAL SCALE IN INCHES CU 08224
FOR REDUCED PLANS 0 I 2 3 EA 468001
DISREGARD PRINTS BEARING
EARLIER REVISION DATES �
REVISION DATES
SHEET
OF
03/ 105?4110�1171
02/01/12
1
1
1
1
1
8
1 13
FILE => $REQUEST
w
0
LU
0
J
CL
W
a
LU
Q
0
E9
0
LU
0
0-
w
a
0
CL
w
V)
I
r
BENCHMARKS
POST MILES
DIST COUNTY ROUTE TOTAL PROJECT
SHEET No TOTAL
SH
08 SBd 10 12.3/14.1
397 624
Horizontal coordinates are CCS NAD -83 (NSRS2007)
Vertical control based on NAVD- 88 ( NGS NAVD88)
4002101112
Pt 1010 A-09-1
32
IV
REGISTERED CIVIL ENGINEER DATE �o q�
.
N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523
N
SET MAG NL & FLASH FOR AT
��
. SOUND WALL 697
s.PIRATHIVIRAJ
09/08/11
Pt . 5001
PLANS APPROVAL DATE � No.
C71662 M
N: 1846561 .879 E: 671 6362.1 30 E I evat i on: 1025.534
A-09-1 36
Exp.
The State of California or its officers or agents
12/31 /13
SET REBAR W/"AECP LS 4430" PLUG 30' +/- SLY OF RAILS
'
A - 0 9 -1 3 4
shall not be responsible /e for the accuracy or sT CIVIL P
qIF
100' + /- W' L Y OF CHERRY
ID
El
of
completeness of scanned copies of this plan sheet. CALIF
Pt. 5002
N: 1846574.454 E: 6716783.325 Elevation: 1 027.1 34
SANBAG
SET REBAR W/ AECP LS 4430'' PLUG 30 +/- SLY OF RAILS,
1 1 70 W 3RD STREET
300' +/- E'LY OF CHERRY
720 SAN BERNARDINO, CA 92410
3 4 715 6
7 8
g
EARTH MECHANICS, INC.
NOTES 8
g 71 0 1 2
- �� .
I -10'' Line
1 7660 NEWHOPE STREET, SUITE E
7
FOUNTAIN VALLEY CA 92708
(1 ) This LOTB sheet was prepared in accordance with the Ca I trans Soil
and Rock Logging, Classification and Presentation Manual ( June 2007) .
PLAN
(2) 2.4" samples were taken using a California Modified Sampler.
1 " = 80'
(3) An automatic trip hammer system consisting of a hammer weight of
140 lbs falling a distance of 30'' was used to advance the drive sampler.
(4) Conversion factor from 2.4" Modified California Ring Sampler b I owcounts
to Standard Penetration Test ( SPT) b I owcounts is 0.5.
"I-10" Line
"I-10" Line
STA. 713+99±; 97LT±
STA. 718+00±9 102LT±
+I
F_
J
00
O
CV
+_
�+
A-09-136
:]"D
0
O
A-09-134
EI . +1040.50 ft 8..
+1 040
Poor I y graded SAND w I th SILT and GRAVEL SP -SM : medium dense,
+1040
A-09-132
E I . +1036.50 ft 8• �
gray to o I i ve-gray, dry, little coarse to fine GRAVEL, mostly
SILTY SAND (SM): medium dense, dark brown,dry, few coarse to
18 1 .4 1 M
O
coarse to fine SAND, few fines, nonpIastic, weak cementation
E I . +1032.30 ft ��
®
fine GRAVEL, mostly coarse to fine SAND, little fines,
X.
Poor I y graded SAND w I th GRAVEL SP e dense, O I I ve-gray, dry,
+1030 IittIe coarse to fine GRAVEL, mostly coarse to fine SAND, trace
10 1 .4 1 M nonplastic, weak cementation
O
43T2. 4 2
No recovery
+1030
:.
fines, nonp I ast i c, weak cementation
60/3 1 .4 1 OM becomes very dense
12612.41 2 M UW PA DS 1 % fine GRAVEL, 52% coarse to fine SAND, 47% fines
OOOO
50/5 1.4 3 OM
Poorly graded SAND with SILT and GRAVEL(SP-SM):very dense,
:;
15912.41 2 ; OM UW Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive-
gray t0 olive -gray, dry, little coarse to fine GRAVEL, mostly
to fine SAND, few f i I i
,
+1020- ray, dry, little coarse to fine GRAVEL, mostly coarse to fine
20 1 .4 3 M
O
50/5 2.4 4 0
coarse ast c, weak cementation
nes, nonplastic,
No
+ 1 0 2 0
recovery
SAND, few f i nes, nonplastic, weak cementation
45 1 .4 3 : ; OM becomes very dense
50/5 2.4 1 4 ; - OM UW No recovery
71 1 .4 5 = : OM
Poorly graded GRAVEL with SILT and SAND (GP -GM): very dense,
No
o
gray to olive -gray , dry, mostly coarse to fine GRAVEL, some
R F/ .4 4 recovey
+1010
45 1.4 5 M Poorly graded SAND with SILT and GRAVEL SP -SM e very dense
O
b
54 1.4 6 M
O
coarse to fine SAND few fines nonplastic, weak cementation
+1010
gray to olive -gray, dry, little coarse to fine GRAVEL, mostly
;.
Poorly graded SAND with SILT and GRAVEL SP -SM very dense,
m
52 1 .4 5 :: `OM Poor I y, graded SAND w I th GRAVEL SP very dense o I I ve-gray,
9
coarse to fine SAND, few fines, nonplastic, I ast i c, weak cementation
50 1 6 OM
gray to o I i ve-gray, dry, little coarse to fine GRAVEL, mostly
coarse to fine SAND few fines non I ast i c weak cementation
r
m
dry, I i tt I e coarse to f i ne GRAVEL, most I y coarse to f i ne SAND,
�- trace fines weak
.4
70 1 .4 7 ;:': OM
Poorly graded SAND with GRAVEL SP e very dense olive -gray,
<
D
nonplastic, cementation
z +1000 25 2.4 6 . M UW Poorly raded SAND with SILT (SP -SM): medium dense, dark brown,
71 1.4 7 , ; OM'
8 OM
dry, little coarse to fine GRAVEL most) coarse to fine SAND
y '
trace fines, nonplastic, I ast i c, weak cementation
+ 1 000 �--�
0 moist! few coarse to fine GRAVEL, mostly coarse to fine SAND,176/10''11.41
0
Terminated at El. 1000.8 ft few f I nes, nonplastic, weak cementation
z
Dri I led on 9/28/2009
85 1 .4 8 OM
Terminated at El. 999.2 ft
Hammer Energy Ratio (ER i =75%)
Drilled on 9/29/2009
+
Groundwater not Encountered During Drilling
Terminated at El. 995 ft
Hammer Energy Ratio (ER i =75%)
`-
LU +g 90
Drilled on 9/30/2009
Groundwater not Encountered During
Dri I I ing
+990
Hammer Energy Ratio (ER i =75%)
Groundwater not Encountered During Drilling
+980
+980
+970
+970
+960
+960
PROFILE
VERTICAL 1 " = 10'
HORIZONTAL 1 " = 40'
+950
+950
Stationing along ''I-10'' Line
707+00 709+00
711+00 713+00
715+00
717+00
R. Zezoff
DRAWN BY
J. Fang
R. Jie
PREPARED FOR THE STATE OF CALIFORNIA S. Pirathiviraj
BRIDGE NO.
S W _9
DESIGN OVERSIGHT
FIELD INVESTIGATION BY:
PROJECT ENGINEER POST MILES
CHECKED BY
L. Cheung
DATE:
09/24/09 to 09/30/09
DEPARTMENT OF TRANSPORTATION
13.2
L 0 G O F T E S T BORINGS 2
OF 6
SIGN OFF DATE
OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09)
ORIGINAL SCALE IN INCHES CU 08224
FOR REDUCED PLANS 0 I 2 3 EA 468001
DISREGARD PRINTS BEARING
EARLIER REVISION DATES �
REVISION DATES
SHEET
OF
03/ 105?4110�1171
02/01/12
1
1
1
1
1
9
1 13
FILE => $REQUEST
w
0
LU
0
J
CL
W
a
LU
Q
0
E9
0
LU
0
0-
w
a
0
CL
w
V)
I
r
BENCHMARKS
POST MILES
DIST COUNTY ROUTE TOTAL PROJECT
SHEET No TOTAL
SH
08 SBd 10 12.3/14.1
398
624
Horizontal coordinates are CCS NAD -83 (NSRS2007)
Vertical control based on NAVD- 88 ( NGS NAVD88)
4L�E02/01 /12
Pt 1010
Q�OFESSIO�
REGISTERED CIVIL ENGINEER DATE �o 4
.
N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523
N
���
�Iko
SET MAG NL & FLASH FOR AT
A-09-137
AJ
SOUND WALL 697
09/08/1 1 w No.
PLANS APPROVAL DATE
C 1662
m
Z
Pt. 5001
8..
0 0 0
N o 1 846561 .879 E. 671 6362.1 30 E I evat i on ° 1 025.534
A-09-139
The State of California or its officers or agents � Exp.
12/31 /13
SETS REBAR �W/"AECP LS 4430" PLUG 30' +/- SLY OF RAILS 9
sT CIVIL P
shall not be responsible for the accuracy or a
TF
100 +/- W L Y OF CHERRY
g"
completeness of scanned copies of this plan sheet. OF CAL11
Pt. 5002
N: 1846574.454 E: 6716783.325 Elevation: 1 027.1 34
SANBAG
SET REBAR W/ AECP LS 4430'' PLUG 30 +/- SLY OF RAILS,
1 1 70 W 3RD STREET
300' +/- E'LY OF CHERRY
730
SAN BERNARDINO, CA 92410
3 4 725
6 7 8
g
MECHANICS, INC.
NOTES: g 720 1
2
�
''1-10"
I-1
O�� L I ne
Line
1 7660 NEWHOPE STREET, SUITE E
FOUNTAIN VALLEY CA 92708
(1) This LOTB sheet was prepared in accordance with the Ca I trans Soil
and Rock Logging, Classification and Presentation Manual ( June 2007) .
PLAN
(2) 2.4" samples were taken using a California Modified Sampler.
1 " = 80'
(3) An automatic trip hammer system consisting of a hammer weight of
140 lbs falling a distance of 30" was used to advance the drive sampler.
(4) Conversion factor from 2.4" Modified California Ring Sampler b I owcounts
to Standard Penetration Test ( SPT) b I owcounts is 0.5.
"I-10"
Line
STA. 728+01±9 97LT±
+I
J
ti
+I
000
C +
oC\j
A-09-139
�Q
A - 09 -137
EI. +1051.0 ft ��
®
+1050
SILTY SAND with GRAVEL SM dense,
of Ive-gray, dry, I ittle
+1 050
coarse to fine GRAVEL, mostly coarse
to fine SAND, little fines,
E I . +1045.7 ft
Bulk 1 1 ® SILTY SAND (SM): dense, dark brown,dry, few to
12611.41 1 OM CR
nonplastic, weak cementation
medium coarse
fine GRAVEL, mostly coarse to fine SAND, little fines,
nonp lastic weak cementation
+1040 20 1 .4 2 -st OM PA Poor I y graded GRAVEL w I th SILT and SAND GP -GM : med I um dense,
37 2.4 2 OM UW DS
Poorly graded SAND with SILT and
GRAVEL SP -SM medium dense,
+1040
o' olive-ggray dry, 58% coarse to fine GRAVEL 37% coarse to fine
5
olive -gray, dry,Iittle coarse to
fine SAND, few `fines, nes, nonp I ast i c,
fine GRAVEL, mostly coarse to
weak cementation
SAND 5% fines nonplastic, weak cementation
50/6 2.4 3 :;:; 0
19 1.4 3 OM
Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense,
o l i ve-gray, dry, I i tt I e coarse to fine GRAVEL, mostly coarse to
+1030 58 1 .4 4 ,: OM f i ne SAND, few f i nes, nonplastic, I ast i c, weak cementation
61 2.4 4
No recovey
+1030
IREF/5'12.4T 5 11 No recovey
I REF /6 1.4 5 OM
Poorly graded SAND with SILT and
GRAVEL (SP -SM): very dense,
X.
olive -gray, dry, little coarse to
fine GRAVEL, mostly coarse to
+1 020 50/6 1.4 6 Poorly, SAND GRAVEL SP dense, -gray,
REF/5 2.4 6 OM
fine SAND few f i nes nonplastic,
weak cementation
+1 020
'_'OM graded with very olive
Poorly, graded SAND with GRAVEL
SP e very dense, olive -gray,
dry, little coarse to fine GRAVEL, mostly coarse to fine SAND,
dry, little coarse to fine GRAVEL, mostly coarse to fine SAND,
m
+trace fines, nonpIastic, weak cementation
Terminated at El. 1020.6 ft
trace fines, nonpIastic, weak cementation
m
REF/4 2.4T-7-7---- No recovey
Dri I led on 9/29/2009
<
--
Hammer Energy Ratio (ER i =75%)
>
Terminated at El. 1015.4 ft
Groundwater not Encountered During Drilling
--i
zo +1 01 0 Dri I led on 9/28/2009
+1 01 0
0
-- Hammer Energy Ratio (ER i =75%)
z
< Groundwater not Encountered During Drilling
a--
>
LU
+1000
I_,_,
+1000
+990
+990
+980
+980
+970
+970
PROFILE
VERTICAL 1 " = 10'
HORIZONTAL 1 " = 40'
+960
+960
Stationing
along "I-1 0" Line
721+00 723+00
725+00
727+00
729+00
731+00
R. Zezoff
DRAWN BY
J. Fang
R. Jie
PREPARED FOR THE STATE OF CALIFORNIA
S. Pirathiviraj
BRIDGE NO.
S W - 1 0
DESIGN OVERSIGHT
FIELD INVESTIGATION BY:
PROJECT ENGINEER POST MILES
CHECKED BY
L. Cheung
DATE: 09/24/09 to 09/30/09
DEPARTMENT OF TRANSPORTATION
13.2
L 0 G
O F T E S T BORINGS 3
OF
6
SIGN OFF DATE
OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09)
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
0 I 2 3
CU 08224
EA 468001
DISREGARD PRINTS BEARING
EARLIER REVISION DATES �
REVISION DATES
SHEET
OF
03/ 10
07/ 10
0/ /i
7102/01/12
10
13
FILE => $REQUEST
LU
0
LU
0
J
IL
W
a
w
Q
EO
0
LU
0
0 -
LU
a
0
CL
w
V)
I
r
BENCHMARKS
POST MILES SHEET No TOTAL
DIST COUNTY ROUTE TOTAL PROJECT SH
N
08 SBd 10 12.3/14.1 399
624
Horizontal coordinates are CCS NAD -83 (NSRS2007) A-09-140
Vertical control based on NAVD-88 (NGS NAVD88) SOUND WALL 6978��
4 02/01/12
FESS]
P t 1010
REGISTERED CIVIL ENGINEER DATE o
QRo °IVq�
.
N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523
A-09-141
SET MAG NL & FLASH FOR AT
s.PIRATHIVIRAJ
z
8"
09/08/11 u NO. C71662
M
Pt. 5001
PLANS APPROVAL DATE
N: 1846561 .879 E: 671 6362.1 30 E I evat i on: 1025.534
Exp12/31 /13
.
The State of California or its officers or agents
SET W/'AECP LS 4430'' PLUG 30' +/- SLY OF RAILS9
REBAR �L
shall not be respons ib /e for the accuracy or sT CIVIL P
TF
100' + /- W Y 0 F CHERRY
3 4 7 4 5
completeness of scanned copies of this plan sheet.
OF CALIFO��
PN 1 846574 0454 E 671 6783.325 Elevation: 1 027.1 34 3 4 735 t. 50026
1 2
1 8 9
740 1
2
"I-1 0'' Line
SANBAG
SET REBAR W/'AECP LS 4430'' PLUG 30' +/- S'LY OF RAILS,
1 1 70 W 3RD STREET
300' +/- E'LY OF CHERRY
SAN BERNARDINO, CA 92410
EARTH MECHANICS, INC.
NOTES
7660 NEWHO E STREET, SU E E
FOUNTAIN VALLEY CA 92708
(1) This LOTB sheet was prepared in accordance with the Ca I trans Soil
and Rock Logging, Classification and Presentation Manual ( June 2007) .
PLAN
(2) 2.4" samples were taken using a California Modified Sampler.
1 " = 80'
(3) An automatic trip hammer system consisting of a hammer weight of
140 lbs falling a distance of 30'' was used to advance the drive sampler.
(4) Conversion factor from 2.4" Modified California Ring Sampler b I owcounts
to Standard Penetration Test ( SPT) b I owcounts is 0.5.
+I
+I
J
J
67
00
+I
N LO
00
O
o�
+1060 Q
_�� A -09 -141
+1060
A-09-1140
EI . +1054.50 ft
®
Poorly graded SAND with
SILT and GRAVEL (SP -SM): medium dense,
E 1. +1051.20 ft 8..
olive -brown, dry,. I i tt I e coarse to fine GRAVEL, mostly coarse to
dry, little
+1050 SILTY SAND with GRAVEL (SM): dense, olive -4in'e'SAND,i
fine SAND, few fines, none1astic,
weak cementation
+1050
coarse to fine GRAVEL, mostly coarse to little f nes,
11611.41 1 OM
---nonplastic, weak cementation
12 1 . 41 1 0 Poorly graded SAND with GRAVEL (SP): medium dense, olive -gray,
41 2.4 2
No recovey
dry, little coarse to fine GRAVEL, mostly coarse to fine SAND,
+1040 17 2.4 2 OM UW DS PP trace fines nonplastic, weak cementation
+1040
Lean CLAY with SAND CL hrad, olive -gray, moIst, 25% coarse to
fine SAND, 75/ fines, low plasticity, PP>4.5 tsf
50 1 .4 3 OM
Poor I y graded SAND w I th
SILT and GRAVEL SP -SM e very dense,
gray to olive -gray, dry,
little coarse to fine GRAVEL, mostly
dry, 1 i tt 1 e
30 1 .4 3 SILTY SAND with GRAVEL (SM): dense, o I i ve-4in'e'SAND,
coarse to fine SAND, few
fines, nonpIastic, weak cementation
coarse to fine GRAVEL, mostly coarse to little fines,
150/6"12.41 4
No recovey
nonplastic, weak cementation
+1 030 68 2.4 4 OM UW
;:; Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive-
+1 030
ray, dry, I i tt I e coarse to fine GRAVEL, mostly coarse to fine
REF /6 1 .4 5 OM
Poor I y graded SAND with
to olive -gray, dry,
SILT and GRAVEL SP -SM very dense,
I i tt I e coarse to fine GRAVEL mostly
r�
F—
AND few fines nonplastic, weak cementation
gray
9 y
9 y
m
50/5 1.4 5 =�. OM
s Poorly graded GRAVEL with SILT and SAND (GP -GM): very dense
�o
45 2.4 6 OM
coarse to fine SAND few
become medium dense
fines nonplastic, weak cementation
9 p 9
D
o I i ve gray, dry, mostly coarse to fine GRAVEL, some coarse
+1020 63 2.4 6 M fine SAND few fines, nonplastic, ast i s weak cementation
O
+1020
o Poorly graded GRAVEL with SAND (GP): dense, olive -gray, dry,
Terminated at El. 1023 ft
o
mostly coarse to fine GRAVEL some coarse to fine SAND, trace
Terminated El. 1019.7 ft
Drilled on 9/28/2009
z
Q at fines, nonp I ast i c, weak cementation
Hammer Energy Ratio (ER i =75%)
--
> Dri I led on 9/28/2009
Groundwater not Encountered During
Drilling
J Hammer Energy Ratio (ER i =75%)
I� +1010 Groundwater not Encountered During Drilling
+1010
+1000
+1000
+990
+990
+980
+980
PROFILE
VERTICAL 1 " =
10'
HORIZONTAL 1 " =
40'
+970
+970
Stationing
along ''I-10" Line
734+00 736+00 738+00
740+00
742+00
744+00
R. Zezoff
DRAWN BY
J. Fang
R. Jie
PREPARED FOR THE STATE OF CALIFORNIA
S. Pirathiviraj
BRIDGE NO.
S W - 1 1
DESIGN OVERSIGHT
FIELD INVESTIGATION BY:
PROJECT ENGINEER POST MILES
CHECKED BY
L. Cheung
DATE: 09/24/09 to 09/30/09
DEPARTMENT OF TRANSPORTATION
13.2
L 0 G O F
T E S T BORINGS
4 OF
6
SIGN OFF DATE
ORIGINAL SCALE IN INCHES
OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS
0 I 2 3
CU 08224
EA 468001
DISREGARD PRINTS BEARING
EARLIER REVISION DATES �
REVISION DATES
SHEET
OF
03/ 105?4110�1171
02/01/12
1 1
13
FILE => $REQUEST
LU
0
LU
0
J
(L
W
a
w
Q
EO
0
LU
0
LU
a
0
CL
w
V)
I
r
REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007)
CEMENTATION
Description
Criteria
Weak
Crumb I es or breaks w i th hand I i ng or
A
I tt I e f i nger pressure.
Moderate
Crumbles or breaks with considerable
Rotary drilled boring
f i nger pressure.
Strong
Will not crumble or break with finger
"
pressure.
BOREHOLE IDENTIFICATION
Symbol
Hole
Type
Description
s�Ze
A
Auger Boring
s�Ze
R
Rotary drilled boring
Strength (tsf)
P
Rotary percussion boring (air)
"
R
Rotary drilled diamond core
N
HD
Hand driven (1 -inch soil tube)
HA
Hand Auger
®
D
Dynamic Cone Penetration Boring
®
CPT
Cone Penetration Test (ASTM D 5778-95)
r ,
0
Other
L_J
0025 to 0.50 Penetrated severalinches by
and kneading to reach the plastic Iimito The
Note: Size in inches.
Top Hole E l .
Casing driven —
Size of Sampler
(inches)
SPT N -Value
(per ASTM 1586-99),
P = push sample,
or as noted
R. Zezof f
DESIGN OVERSIGHT
SIGN OFF DATE
Hole I.D.
o
000<
16 11.4 /.
3 'I
Description of materia
Muw uu --Field & Lab Tests
GWS Elev.
Date measured
Material change
Estimated material change
Soil/Rock boundary
Boring Date
Terminated at E I ev
Hammer Energy Ratio (ERi) _
ROTARY BORING
OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09)
DRAWN BY I J. Fang
CHECKED BY I L. Cheang
CONSISTENCY OF COHESIVE SOILS
PLASTICITY OF
Unconfined
Pocket
Description
Description
Compress i ve
Penetrometer
Torvane Field Approximation
Measurement (tsf )
A 1/8 -inch thread cannot be rolled
Strength (tsf)
Measurement (tsf)
Very Soft
< 0025
< 0.25
< 0012 Easily penetrated several inches
plastic limit.
by fist
Soft
0025 to 0050
0025 to 0050
0012 to 0025 Easily penetrated several inches
The thread cannot be rero I I ed after reaching the plastic Iimito The lump crumbles
by thumb
Medium Stiff
0.50 to 1.0
0050 to 1.0
0025 to 0.50 Penetrated severalinches by
and kneading to reach the plastic Iimito The
thread
High
thumb with moderate effort
formed
without crumbling when drier than
ReadiIy indented by thumb but
Stiff
1 to 2
1 to 2
0.50 to 1.0 penetrated only with great effort
Very Stiff
2 to 4
2 to 4
1.0 to 2.0 Readily indented by thumbnail
Indented by thumbnail with
Hard
> 400
> 4.0
> 200 difficulty
F_
0
0
U
O
Top Hole EI
o0 0
0
Blows per 12'' 30
(Using 28 Ib hand
hammer with a 12''
Hole I.D.
Ground water
surface
GWS Elev.
Date ensured
drop or as noted) P
° Description of
Pulled Pipe materials
: -
60
P (S) Sample
500 taken
Refusal (S)
Boring Date
Terminated at E I ev
HAND BORING
R. J ie
FIELD INVESTIGATION BY:
DATE: nq/1 5/001 to nc)/25/n01
Top Hole EI
No count recorded
Pushed
Driving rate in
seconds per 12''
(using a Stanley
MB 156 percussion
hammer and a 202"
cone, or as noted)
C:
0
4-
U
O
J Hole I.D.
NPC
2 E I .
4
6
10
37
17
56
91
58
65
60
43
1137 180/09
15
Boring Date 100
DYNAMIC CONE PENETRATION BORING
PREPARED FOR THE
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
So Pirathiviraj
PROJECT ENGINEER
ORIGINAL SCALE IN INCHES I I I I I I I UNIT: 2232
FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451
FILE => $REQUEST
DIST COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No SHEETS
08 SBd 10 14.8/15.5 400 624
LE02/01 /12 gOFFSSIO
REGISTERED CIVIL ENGINEER DATE �o e
S. PIRATHIVIRAJ z
09/08/11 uNo. C71662rn
PLANS APPROVAL DATE
�
The State of California or its officers or agents -�t Exp. 12/31/13
shall not be responsible for the accuracy or %%4 C I V I L �P
completeness of scanned copies of this plan sheet. TF OF CALIVO��
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
EARTH MECHANICS, INC.
17800 NEWHOPE STREET, SUITE B
FOUNTAIN VALLEY. CA 92708
TOD Hole EI
Pressure measured
along sleeve friction
element (34.88 i n t
area) divided by
pressure measured
on tip element.
C:
0
Hole I.D.
U
Pressure measured
on tip element
(2033 int area)
6 4 2 0 10 20 30
20
2t0 Friction Ratio (%) Tip Bearing (MPa)
Boring Date
BRIDGE NO.
CONE PENETRATION TEST (CPT) SOUNDING
SW -12
POST MILES
15.2 ILOG OF TEST BORINGS 5 OF
REVISION DATES SHEET
DISREGARD PRINTS BEARING
EARLIER REVISION DATES CM103/ 10 05/ 10 10/ 10 01 / 11 02101112 12
CONTRACT NO.: 08-468104 PROJECT ID: 0800000745
w
I I
0
LU
0
J
LU
LU
Q
0
EO
I I
0
LU
I-
0
n
LU
a
0
PLASTICITY OF
FINE-GRAINED SOILS
Description
Criteria
Nonp I ast i c
A 1/8 -inch thread cannot be rolled
at any water content.
The thread can barely be rolled and
the lump cannot be formed when drier than
the
Low
plastic limit.
The thread is easy to roll and not
much time is required to reach the plastic
limit o
Medium
The thread cannot be rero I I ed after reaching the plastic Iimito The lump crumbles
when drier than the plastic limit.
It takes considerable time rolling
and kneading to reach the plastic Iimito The
thread
High
can be rero I I ed several times after reaching the plastic Iimito The lump can be
formed
without crumbling when drier than
the plastic limit.
F_
0
0
U
O
Top Hole EI
o0 0
0
Blows per 12'' 30
(Using 28 Ib hand
hammer with a 12''
Hole I.D.
Ground water
surface
GWS Elev.
Date ensured
drop or as noted) P
° Description of
Pulled Pipe materials
: -
60
P (S) Sample
500 taken
Refusal (S)
Boring Date
Terminated at E I ev
HAND BORING
R. J ie
FIELD INVESTIGATION BY:
DATE: nq/1 5/001 to nc)/25/n01
Top Hole EI
No count recorded
Pushed
Driving rate in
seconds per 12''
(using a Stanley
MB 156 percussion
hammer and a 202"
cone, or as noted)
C:
0
4-
U
O
J Hole I.D.
NPC
2 E I .
4
6
10
37
17
56
91
58
65
60
43
1137 180/09
15
Boring Date 100
DYNAMIC CONE PENETRATION BORING
PREPARED FOR THE
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
So Pirathiviraj
PROJECT ENGINEER
ORIGINAL SCALE IN INCHES I I I I I I I UNIT: 2232
FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451
FILE => $REQUEST
DIST COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No SHEETS
08 SBd 10 14.8/15.5 400 624
LE02/01 /12 gOFFSSIO
REGISTERED CIVIL ENGINEER DATE �o e
S. PIRATHIVIRAJ z
09/08/11 uNo. C71662rn
PLANS APPROVAL DATE
�
The State of California or its officers or agents -�t Exp. 12/31/13
shall not be responsible for the accuracy or %%4 C I V I L �P
completeness of scanned copies of this plan sheet. TF OF CALIVO��
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
EARTH MECHANICS, INC.
17800 NEWHOPE STREET, SUITE B
FOUNTAIN VALLEY. CA 92708
TOD Hole EI
Pressure measured
along sleeve friction
element (34.88 i n t
area) divided by
pressure measured
on tip element.
C:
0
Hole I.D.
U
Pressure measured
on tip element
(2033 int area)
6 4 2 0 10 20 30
20
2t0 Friction Ratio (%) Tip Bearing (MPa)
Boring Date
BRIDGE NO.
CONE PENETRATION TEST (CPT) SOUNDING
SW -12
POST MILES
15.2 ILOG OF TEST BORINGS 5 OF
REVISION DATES SHEET
DISREGARD PRINTS BEARING
EARLIER REVISION DATES CM103/ 10 05/ 10 10/ 10 01 / 11 02101112 12
CONTRACT NO.: 08-468104 PROJECT ID: 0800000745
w
I I
0
LU
0
J
LU
LU
Q
0
EO
I I
0
LU
I-
0
n
LU
a
0
REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007)
GROUP SYMBOLS AND NAMES
Graphic/Symbol
Group Names
Graphic/Symbol
Group Names
® 0®
�
Very loose
Well -graded GRAVEL
0 -
4
Lean CLAY
5 to
GW
10
Medium Dense
15 to
Lean CLAY with SAND
®®0
Dense
Wel 1 -graded GRAVEL with SAND
31 -
50
Lean CLAY with GRAVEL
50 to
>
50
CL
SANDY lean CLAY
o
00 0 o
Poorly graded GRAVEL
SANDY lean CLAY with GRAVEL
0 00°
GP
GRAVELLY lean CLAY
0 ° O
Poorly graded GRAVEL with SAND
GRAVELLY lean CLAY with SAND
0 0
®
®
®
Well -graded GRAVEL with SILT
SILTY CLAY
GW -GM
SILTY CLAY with SAND
®
Wel 1 -graded GRAVEL with SILT and SAND
SILTY CLAY with GRAVEL
®
0
CL -ML
SANDY SILTY CLAY
®
®
We I I - raded GRAVEL with CLAY
(or SILTY CLAY)
SANDY SILTY CLAY with GRAVEL
®
GW -GC
Wel I - raded GRAVEL with CLAY and SAND
GRAVELLY SILTY CLAY
®
(or SILTY CLAY and SAND)
GRAVELLY SILTY CLAY with SAND
0
00
0 &
Poorly graded GRAVEL with SILT
SILT
o c
GP -GM
SILT with SAND
0 °
Poorly graded GRAVEL with SILT and SAND
SILT with GRAVEL
'9A
ML
SANDY SILT
a
00
o
Poorlyy ggraded GRAVEL with CLAY
(or 'SOYr CLAY)
SANDY SILT with GRAVEL
o
°
GP -GC
Poorly graded GRAVEL with CLAY and
GRAVELLY SILT
° °
0
°
SAND (or SILTY CLAY and SAND)
GRAVELLY SILT with SAND
°
SILTY GRAVEL
ORGANIC lean CLAY
GM
ORGANIC lean CLAY with SAND
o
°
°
°
SILTY GRAVEL with SAND
ORGANIC lean CLAY with GRAVEL
OL
SANDY ORGANIC lean CLAY
°
CLAYEY GRAVEL
SANDY ORGANIC lean CLAY with GRAVEL
GC
GRAVELLY ORGANIC lean CLAY
0
CLAYEY GRAVEL with SAND
GRAVELLY ORGANIC lean CLAY with SAND
o
°ORGANIC
�
SILTY, CLAYEY GRAVEL
SILT
GC -GM
ORGANIC SILT with SAND
O
SILTY, CLAYEY GRAVEL with SAND
ORGANIC SILT with GRAVEL
OL
SANDY ORGANIC SILT
°
Wel 1 -graded SAND
SANDY ORGANIC SILT with GRAVEL
o
SW
GRAVELLY ORGANIC SILT
Well -graded SAND with GRAVEL
GRAVELLY ORGANIC SILT with SAND
:.
Poorly graded SAND
Fat CLAY
SP
Fat CLAY with SAND
:. .:
Poorly graded SAND with GRAVEL
Fat CLAY with GRAVEL
CH
SANDY fat CLAY
°
We I I -graded SAND with SILT
SANDY fat CLAY with GRAVEL
o
SW -SM
GRAVELLY fat CLAY
Well -graded SAND with SILT and GRAVEL
GRAVELLY fat CLAY with SAND
Wel I - raded SA D with CLAY
Elastic SILT
o
_
SW SC
(or SILTY CLAY
Elastic SILT with SAND
°
Well - raded SAND with CLA and GRAVEL
(or SILTY CLAY and GRAVEL
Elastic SILT with GRAVEL
°.
MH
SANDY elastic SILT
Poorly graded SAND with SILT
SANDY elastic SILT with GRAVEL
SP -SM
GRAVELLY elastic SILT
Poorly graded SAND with SILT and GRAVEL
GRAVELLY elastic SILT with SAND
Poor I yy gqraded SAND with CLAY
ORGANIC fat CLAY
SP -SC
(or S Y' CLAY)
ORGANIC fat CLAY with SAND
Poor Iy raded SAND with CLAY and
GRAVEL �or SILTY CLAY and GRAVEL)
ORGANIC fat CLAY with GRAVEL
OH
SANDY ORGANIC fat CLAY
SILTY SAND
SANDY ORGANIC fat CLAY with GRAVEL
SM
GRAVELLY ORGANIC fat CLAY
SILTY SAND with GRAVEL
GRAVELLY ORGANIC fat CLAY with SAND
CLAYEY SAND
ORGANIC elastic SILT
SC
ORGANIC elastic SILT with SAND
CLAYEY SAND with GRAVEL
ORGANIC elastic SILT with GRAVEL
OH
SANDY ORGANIC elastic SILT
SILTY, CLAYEY SAND
SANDY ORGANIC elastic SILT with GRAVEL
SC -SM
GRAVELLY ORGANIC elastic SILT
SILTY, CLAYEY SAND with GRAVEL
GRAVELLY ORGANIC elastic SILT with SAND
ORGANIC SOIL
PT
PEAT
ORGANIC SOIL with SAND
ORGANIC SOIL with GRAVEL
'
OL /OH
SANDY ORGANIC SOIL
00C
COBBLES
SANDY ORGANIC SOIL with GRAVEL
COBBLES and BOULDERS
GRAVELLY ORGANIC SOIL
BOULDERS
GRAVELLY ORGANIC SOIL with SAND
R. Zezof f
DESIGN OVERSIGHT
SIGN OFF DATE
OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09)
DRAWN BY I J. Fang
CHECKED BY I L. Cheung
R. J ie
FIELD INVESTIGATION BY:
DATE: nil/1 5/001 +n n01/25/n01
FIELD AND LABORATORY
TESTING
C Conso I i dat i on ( ASTM D 24 35 )
CL Col lapse Potential ( ASTM D 5333 )
CP Compaction Curve ( CTM 21 6 )
CR Corros i v i ty Testing
(CTM 643, CTM 422, CTM 417)
CU Conso I i dated Undra I ned
Triaxial (ASTM D 4767)
DS Direct Shear (ASTM D 3080)
EI Expansion Index (ASTM D 4829)
M Moisture Content ( ASTM D 221 6 )
OC Organic Content- % ( ASTM D 2974 )
P Permeability (CTM 220)
(PA) Particle Size Analysis (ASTM D 422)
PI Plasticity Index (AASHTO T 90)
Liquid Limit (AASHTO T 89)
PL Point Load Index (ASTM D 5731 )
SPressure Meter
PP Pocket Penetrometer
R R -Value ( CTM 301 )
SE Sand Equivalent ( CTM 21 7 )
(SG Specific Gravity (AASHTO T 1 00)
SL Shrinkage Limit (ASTM D 427)
(SW) Swell Potential (ASTM D 4546)
TV Pocket Torvane
Unconf I ned Compress i on -So i
UC (ASTM D 2166)
Unconfined Compress i on -Rock
(ASTM D 2938)
UU Unconso I I dated Undra i ned
Triaxial (ASTM D 2850)
UW Unit Weight (ASTM D 4767)
VS Vane Shear (AASHTO T 223)
PREPARED FOR THE
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
So Pirathiviraj
PROJECT ENGINEER
ORIGINAL SCALE IN INCHES I I I I I I I UNIT: 2232
FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451
FILE => $REQUEST
DIST COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No SHEETS
08 SBd 10 14.8/15.5 401 624
02101112 �oVEssjo
REGISTERED CIVIL ENGINEER DATE �o e �ql
S. PIRATHIVIRAJ z
09/08/11 No. C71662rn
PLANS APPROVAL DATE
�
The State of California or its officers or agents -�t Exp. 12/31/13
shall not be responsible for the accuracy or STa CIVIL �P
completeness of scanned copies of this plan sheet. TF of CALIVo��
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
EARTH MECHANICS, INC.
17800 NEWHOPE STREET, SUITE B
FOUNTAIN VALLEY. CA 92708
APPARENT DENSITY
OF COHESIONLESS SOILS
Description
Dry
SPT N 60 (B I ows
/ 12 1 nches )
Very loose
Moist
0 -
4
Loose
5 to
5 -
10
Medium Dense
15 to
11 -
30
Dense
30 to
31 -
50
Very Dense
50 to
>
50
MOISTURE
Description
Criteria
Dry
Absence of moisture, dusty, dry to the
Criteria
touch
Moist
Damp but no visible water
Wet
Visible free water, usually soil is
5 to
below water table
PERCENT
OR PROPORTION
OF SOILS
Description
> 1211
Criteria
Trace
Particles are present
be less than 5%
but estimated to
Few
Fine
5 to
10%
Little
No. 10 to No. 4
15 to
25%
Some
No. 200 to No. 40
30 to
45%
Mostly
50 to
100%
PARTICLE SIZE
Description
Size
Bou I der
> 1211
Cobble
31I to 12"
Grave I
Coarse
3/4" to 3"
Fine
No. 4 to 3/4''
Sand
Coarse
No. 10 to No. 4
Med i um
No. 40 to No. 10
Fine
No. 200 to No. 40
BRIDGE NO.
SW -13
POST MILES
15.2 ILOG OF TEST BORINGS 6 OF 6
DISREGARD PRINTS BEARING REVISION DATES SHEET OF
EARLIER REVISION DATES CM103/ 10 05/ 10 10/ 10 01 / 11 02101112 1 3 13
CONTRACT NO.: 08-468104 PROJECT ID: 0800000745
w
0
LU
0
J
LU
w
Q
0
EO
0
LU
I-
0
0-
w
a
0
fl'
r
z
I