HomeMy WebLinkAbout5109 Retaining Wall 6801 21 8/-7"
(Measured along ''RW680'' LOL)
643'-7" (TYPE 5)
O
Begin �
O
1n1 /-1I I
O
O
Q0
Datum E I ev 1000.00 � Approx OG = FG along ''RW680'' LOL °c
10+00 11+00 1 2+00 13+00 14+00 15+00 C
STANDARD PLANS
(DATED MAY 2006
Al OA
ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2)
Al OB
ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2)
Al OC
SYMBOLS (SHEET 1 OF 2)
A10D
SYMBOLS (SHEET 2 OF 2)
A62B
LIMITS OF PAYMENT FOR EXCAVATION AND
2O
BACKFILL BRIDGE SURCHARGE AND WALL
BO -3
BRIDGE DETAILS
B3-7
RETAINING WALL TYPE 5
B3-8
RETAINING WALL DETAILS NO. 1
B11-52
CHAIN LINK RAILING TYPE 7
B11-56
CONCRETE BARRIER TYPE 736A
PLAN SYMBOLS
—Section Ident i f i cation
("��STANDARD PLAN SHEET NO.
DETAIL NO.
DEVELOPED ELEVATION
-
1 11=30 -0
ll
LEGEND
fi 1 - Existing Track
- - J - - -
J_
-
-
- Existing Track to be Removed
and Reconstructed
- Track to be Removed
- -� - Proposed Track
------L
------------- - UPRR R/W
- Fiber optic I i ne (Level 3) ,
protect in place
CURVE DATA
No.
R
A
T
L
1O
8011 .59
03005/35
216.30
432.50
2O
12754065
01057'20"
217069
435035
INDEX TO RETAINING WALL PLANS
SHEET NO.
20
30
40
50
60
70
80
90
100
110
120
130
140
150
160
170
180
190
20
TITLE
GENERAL PLAN NO. 1
GENERAL PLAN NO. 2
RETAINING WALL PLAN NO. 1
RETAINING WALL PLAN NO. 2
RETAINING WALL PLAN NO. 3
DIST
COUNTY
ROUTE
POST MILES
SHEET
TOTAL
WALL
PLAN
NO.
TOTAL PROJECT
No
SHEETS
08
SBd
10
12.3/14.1
567
624
D '
EMBANKMENT
l 02/01/12
�pFESSIO
RE IST RED CIVIL ENGINEER DATE �o Q Nq�
EMBANKMENT
DETAIL NO. 4
MECHANICALLY STABILIZED
Brett Makley
Z
03/29/11
No. C66397
1 OF 3
PLANS APPROVAL DATE
LOG OF TEST BORING NO.
The State of California or its officers or agents Exp.
CIVIL
P
ST TF
shall not be responsible for the accuracy or q 1
completeness of electronic copies of this plan sheet. OF CALiF0��
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
Concrete Barrier
Type 736 (Mod1 )
Roadway section
see ''ROAD PLANS''
11-56 ''RW680'' LOL
------------------
Barrier
---
Barrier slab
------------------
RETAINING
WALL
PLAN
NO.
4
RETAINING
WALL
PLAN
NO.
5 So i I Re i nf, Typ
RETAINING
WALL
PLAN
NO.
6
RETAINING WALL PLAN NO.
7
RETAINING WALL PLAN NO.
8
MISCELLANEOUS DETAILS
PANEL DETAILS
MECHANICALLY STABILIZED
EMBANKMENT
DETAIL NOo 1
MECHANICALLY STABILIZED
EMBANKMENT
DETAIL NO. 2
MECHANICALLY STABILIZED
EMBANKMENT
DETAIL NO. 3
MECHANICALLY STABILIZED
EMBANKMENT
DETAIL NO. 4
MECHANICALLY STABILIZED
EMBANKMENT
DETAIL NO. 6
LOG OF TEST BORING NO.
1 OF 3
LOG OF TEST BORING NO.
2 OF 3
LOG OF TEST BORING NO.
3 OF 3
Varies
Base Width
Leveling Pad
Top of Wa
MSE Wa
Panel
Fractured
Rib Texture
FG
JF
TYPICAL SECTION (MSE) -
-oil
3..
BC Sta 680+96044
"R3" Line PCC Sta 685+28094 "RW680" LOL
681 + 1 R3 Line R3 Line 2 (B3-1 LOL Concrete B1 1-56
Barrier w
O 682+00 �
683+00 684+00 685+00 686+00 687+00 Type 736A
C) Roadway section
O see ''ROAD PLANS'' Top of Wa
''RW680'' LOL / UPRR R/W oo Lij
10+00 11+00 12+00 N88003'35''E 13+00 14+00 15+00 Q0 Fractured 0
Begin Wa I I o Weep hole and Rib Texture
pervious
Sta 10+00.000 RW680 LOL= °- backf i I 1 BO -3 U)_
Sta 681+50.00 R3 Line -' 3-1 a) C
40069 Rt C UPRR Tracks c °L -
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1_ _ _ _ _ _ _ _ J - - _ _ _ _ _ _ _ _ - - - _ _ _ _ - - _ _ - - - _ _ - _ _ _ _ _ _ _I- - - - - - - _ 1 _ _ _ - - - - -1- _ _ _ _ _ _ - J - - - _ _ _ _ _ L _ _ _ _ _ _ _ _- _ _ _ _ _ _ _ _ L _ _ _ _ _ _ _-_ _ _ _ _ _ _ _ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ! _ _ _ _ _ _ _ __ _ - _ _ _ _ _ yJI ° _
-� - - - - - - - - - 1- - - - - -_77:
- - ' - --
�_ - - - - - - > Vl
_i _ _ _ _ _ _ _ _ • _ _ _ _ _ _ _ _�_ _ _ _ _ _ _ _ + _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� _ _ _ _ - - - _ r - _ _ _ _ _ _ -- - - - - - - _ t _ _ _ _ _ - - -�- - - - - _ _ _ _ _ _ - - - - _ _ _ _� _ _ _ _ _ _ _ _ r _ _ _ _ _ _ _�_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _�_ _ _ _ _ _ _ _ y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _�
F G
-- --- ---- ----- --- ------------- ------------- ---- ---- ---- ---- ------------- ------------- ---- --- -__-- a I g Wa I I ---
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --
Retaining n i n 3-7
--. -w
Type 5
Q
0
-----'-------=------=-------=------=-------'-------=------� -----------------------------------------------=------=-------=- -- ----- -----'----''
--- -- -- --- -
-------------------
-
----I-- - - - - - t- - - - - - -- i-------F---------------I----------------_____ �---__#_ _____---=-___-_'_-----------I-------t-------- I- - - - - - -------- I - - - - - - - t - - - - - - -i - - - - - - - F- - - - - - - t - - - - - - -- i- - - - - - -
F
_-i-_---------
---t-------i------- F-_77 -I_ _--'-------=------'------=------- '------- =---� �
----f-------I-------J F - - T-
F-------I-------t------H------t-------- i -------F-
O
J
a_
PLANW
1
TYPICAL SECTION (TYPE 5)
=30-0
1/411=1 /-Oil
DESIGN
BY
YTim Fuller CHECKED Pete Smith PREPARED FOR THE BRIDGE No. V)
DESIGN OVERSIGHT BY CHECKED BY CHECKED Brett Mak I ey 54EO1 02 RETAINING WALL 680
DETAILS Y i hong Wang Pete Smith LAYOUT Y i hong Wang Tim Ful ler STATE OF CPROJECT ENGINEER POST MILES l
BY CHECKED BY PLANS AND SPECS DEPARTMENT OF TRANSPORTATION 1 3. 2 G E N E R A L P L A N N 0 1 W
SIGN OFF DATE QUANTITIES T I m Fuller Carol i na Lopez -Toro SPECIFICATIONS Jim Rucker COMPARED Jeremy LaHaye � Q
DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET of C:�
FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10/ 10 01/ /11 02/01/12 1501-lol 1 1 20 7
FILE => $REQUEST
N
643'-711 (TYPE 5)
a�
I Datum E I ev 1000.00
1 6+00 17+00
0
LEGEND
1 - Existing Track
- Existing Track to be Removed
and Reconstructed
-------
- Track to be Removed
------
- -� - Proposed Track
------------- - UPRR R/W
Fiber optic I i ne (Level 3) ,
protect in place
1 21 8'- 711
(Measured along "RW680" LOL)
575'-011 (MSE)
Top of Wa
Approx OG = FG
along 11RW680'' LOL
18+00 19+00 20+00
- Structura I excavat ion (Retaining wa I I )
-
Structural backfill (Retaining wall)
Type 5 to MSE transition
Sta 16+43.61 11RW6801' LOL
Sta 687+91.07 11R311 Line
37044 Rt
689+00
DEVELOPED ELEVATION
-
1 11=30/-011
QUANTITIES
REMOVE RETAINING WALL, LOCATION A
STRUCTURE EXCAVATION (RETAINING WALL)
STRUCTURE BACKFILL (RETAINING WALL)
PERVIOUS BACKFILL MATERIAL (RETAINING WALL)
EARTH RETAINING STRUCTURE, LOCATION B
STRUCTURAL CONCRETE, RETAINING WALL
STRUCTURAL CONCRETE, BARRIER SLAB
FRACTURED RIB TEXTURE
BAR REINFORCING STEEL (RETAINING WALL)
PREPARE AND PAINT CONCRETE
CHAIN LINK RAILING (TYPE 7 MOD1 )
CONCRETE BARRIER (TYPE 736A)
CONCRETE BARRIER (TYPE 736A MOD1 )
EC Sta 689+64028
R3 Line
690+00
11R311 Line
691 +00
N850 49'5711E
21 +00
22+00
Note: Earthwork limits in addition to
and 1'MECHANICALLY STABILIZED
EMBANKMENT DETAIL NO. 611 sheet
1
LS
762
CY
1 ,1 97
CY
58
CY
139865
SF
403
CY
277
CY
29873
SF
279783
LB
27,049
SF
10
LF
644
LF
575
LF
692+00
Design H
11D11
600'-800'
1'-011
1000'
2'-011
1200'
3,-011
693+00
D+
1
C
Cherry Avenue Overhead
Bridge No. 54CO065
End Wa
I
I
I
I
I
I
I
.L_
lrlrlr - - - -
II II 11
nG0a
TYPE 5 waI
DIST
COUNTY
ROUTE
POST MILES
SHEET
TOTAL
12754.65
01 °57'2011
217.69
TOTAL PROJECT
No
SHEETS
08
SBd
10
12.3/14.1
568
624
D '
l 02/01/12
FZpFESSIO
RE ISRED CIVIL ENGINEER DATE �o Q 414
0 Brett Makley
Z
03/29/11
No. C66397
M
PLANS APPROVAL DATE
The State of California or its officers or agents Exp.
CIVIL
P
ST TF
shall not be responsible for the accuracy or q 1
completeness of electronic copies of this plan sheet. OF CALjFa
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
Base width 1
MSE wal I
LIMITS OF PAYMENT FOR EARTHWORK
Cherry Ave
694+00
NTS
Sta 694+52099 11R311 Line
Sta 30+44042
688+00 End Wall
Sta 20+98.59 11RW68011 LOL= Sta 22+18.59 11RW68011 LOL=
Sta 17+88059 11RW68011 LOL= Sta 692+44047 11R311 Line N88003'3511E Sta 21+38059 11RW68011 LOL= Sta 693+64041 11R311 Line
Sta 689+35053 11R311 Line 65092 Rt Sta 692+84044 R3 Line 69059 Rt 0
11RW68011 LOL / UPRR R/W 41092 Rt Sta 20+28059 11RW68011 LOL= 67047 Rt +
o Sta 691+74.87 11R311 Line o
0 17+00 0 11 58048 Rt M
N88 03 35 E 18+00 N89°47'4411E 19+00 20+00
0 ----------- ---- ° -- --------------
o --------------------- S88 21 +00 0 11 22+00
+ _ _______ _ _ _ 03 58 E N87 20 57 E
-_-----_-----_-----_-'----_----------_---L-_-----_---------------------- r=====_______-___
------ -- --- _ _ _
----------
UPRR
------ '--------- _ ----------------�---- ----• - ----- - --------- ----------------L—____7-----
UPRR Tracks ���------------- ----_-_�-_----_-;---------,-------- --------------,----------------.=—___;__ __-______
o ' �- -----_ ----__ _�__- -------______---____il� UPRR R/W I
�_ - - - - - - - - -� - _ _ - - - -
v_ 01r
I
I
I
-------=------=------ ------=------=-------=------ ---- ---- ---- ----- ---- - ----- ----- --- ---- __ ___
- ---- --- -- --- ---- ---- --- ----
-- - -----------------------------------------------------------
�- -�- -�- 1- --L- --I-- JL
-----I-------------H-------I-----—+-------I------- H-------F---�--I------- i ------- 1------- HF-t4-HH
------+---------------------H-------I----------------------------I-------I--------------------------t------—— — — —H--
\
PO---'
'=------=-------'------=------ -----=------=-------'-------=------� ---------------
------ -----'----'---- -----——————— ' -- — —— — — — ——
--- --- — ---- ---
�H—
CURVE
-1 - — I- - I- - a- L - � - : I -I - � - - � - - � - i - � - - � - - I - 1- - � - - � - -1 - � - - � - - � - I_ _L ----_ ---------t-------I----------------------I-------t-----------------t-------I--------------H-------I-------t-------i-------F----------------I-------t------�-------H------t-------I------I—-----------
DATA
DESIGN
UCJluIV DETAILS
SIGN OFF DATE QUANTITIES
DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10)
PLAN
1 11=30,_ 011
BY CHECKED
Tim Fuller Pete Smith
BY CHECKED BY
Y i hong Wang Pete Smith LAYOUT Y i hong Wang
BY CHECKED BY
Tim Fuller Carol i na Lopez -Toro SPECIFICATIONS Jim Rucker
No.
R
A
T
L
2O
12754.65
01 °57'2011
217.69
435035
3O
7998000
04008'5111
289061
577096
CHECKED
Tim Fuller
PLANS AND SPECS
COMPARED Jeremy LaHaye
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
PREPARED FOR THE
STATE OF CALIFORNIA Brett Mak ley
PROJECT ENGINEER
DEPARTMENT OF TRANSPORTATION
UNIT: 2232
0 1 z 3 PROJECT NUMBER & PHASE: 08000007441
FILE _> REQUEST
BRIDGE NO.
54E01 02
POST MILES
13.2
CONTRACT NO.:08-46800
0
+
CV
Cherry Ave
Cherry Avenue Overhead
Abut 2
2,_011
Typ
0
i
RETAINING WALL 680
GENERAL PLAN N0. 2
DISREGARD PRINTS BEARING
REVISION DATES
4 EARLIER REVISION DATES 10/ 10 1 01/ /11 02/01/12 1 07/ /10
SHEET
2
w
V)
I I
W
Q
OF z
rz
20
— n it / /\ 1 1 7 7 r` / n l l
UC]TUHI t I eV I UUU o UU I U
10+00 11+00
Back face of Concrete 30" RCP, See"DRAINAGE PLANS"
Barrier Type 736A, Typ
1016
Begin Wall ____-----'-
Sta 10+00000 "RW680" LOL
---------------
DESIGN OVERSIGHT
SIGN OFF DATE
DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)
DEVELOPED ELEVATION
1 1 1=10 -0 11
''RW680'' LOL/
UPRR R/W
RW footing, Typ
N
NO ,
I V T V V
fo fo f fo f0 o
�0
Q)
J
C
UPRR Tracks c
1020
------
r
------------ - - - - ------------------------'--- - - - - ----------------'-------------------------i--------------------------------------------------'-------------------------� ---- 1
-1019 — 1020
DESIGN
DETAILS
QUANTITIES
PLAN
-
1 "=1 0/-011
BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE
BY Yihong Wang CHECKED Pete Smith STATE OF CALIFORNIA
BY CHECKED DEPARTMENT OF TRANSPORTATION
Tim Fuller Caro I i na Lopez -Toro
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS 0 1 2 3
Brett Mak I ey
PROJECT ENGINEER
UNIT: 2232
PROJECT NUMBER & PHASE: 08000007441
FILE => $REQUEST
DIST COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No SHEETS
08 SBd 10 1 2 0 3/1 4 0 1 569 624
D l ' 02/01/12
�OFESSIO
RE(GIST)ERED CIVIL ENGINEER DATE `? Nq
03/29/11
Brett Makley Z
PLANS APPROVAL DATE
No
� . C66397 M
The State of California or its officers or agents Exp.
shall not be responsible for the accuracy or ST
q CIVIL 1
completeness of electronic copies of this plan sheet, T, of CALIFO P
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
LEGEND
1 - Existing Track
-- ---J.
- Track to be Removed
------------- - UPRR R/W
- Fiber optic I i ne (Level 3) ,
protect in place
BRIDGE NO.
54E0102 RETAINING WALL 680
POST MILES
13.2 RETAINING WALL PLAN NO. 1
REVISION DATES SHEET OF
DISREGARD PRINTS BEARING
CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01- 10/ 10 0,1/a/11 102/01/1210,7/,o /10 1 3 20
W
V)
I I
W
Q
- -�-- - -
---------------------
- --,-- -
--------------------------------------------------------I----------------------
- - - , - - -
- - f- - -
- - -, - -
- -
i
DESIGN
DETAILS
QUANTITIES
PLAN
-
1 "=1 0/-011
BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE
BY Yihong Wang CHECKED Pete Smith STATE OF CALIFORNIA
BY CHECKED DEPARTMENT OF TRANSPORTATION
Tim Fuller Caro I i na Lopez -Toro
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS 0 1 2 3
Brett Mak I ey
PROJECT ENGINEER
UNIT: 2232
PROJECT NUMBER & PHASE: 08000007441
FILE => $REQUEST
DIST COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No SHEETS
08 SBd 10 1 2 0 3/1 4 0 1 569 624
D l ' 02/01/12
�OFESSIO
RE(GIST)ERED CIVIL ENGINEER DATE `? Nq
03/29/11
Brett Makley Z
PLANS APPROVAL DATE
No
� . C66397 M
The State of California or its officers or agents Exp.
shall not be responsible for the accuracy or ST
q CIVIL 1
completeness of electronic copies of this plan sheet, T, of CALIFO P
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
LEGEND
1 - Existing Track
-- ---J.
- Track to be Removed
------------- - UPRR R/W
- Fiber optic I i ne (Level 3) ,
protect in place
BRIDGE NO.
54E0102 RETAINING WALL 680
POST MILES
13.2 RETAINING WALL PLAN NO. 1
REVISION DATES SHEET OF
DISREGARD PRINTS BEARING
CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01- 10/ 10 0,1/a/11 102/01/1210,7/,o /10 1 3 20
W
V)
I I
W
Q
DESIGN OVERSIGHT
SIGN OFF DATE
DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)
C-
0
U I UU I UI I I r— I C V I UUU o UU
2+00 13+00
DEVELOPED ELEVATION
1 =10 -0 11
1017 I
''RW680'' LOL/ RW footing, Typ
UPRR R/W
I
0 12+00
0 ' O
O > O
Ln 0
+ I O
M
C
I
C
U � �
Q UPRR Tracks
: 1 020
----------------- -------------------- ----- ---------------------------------------------------------------------------
----------------------- ------------------------;-------------
r
1 I
I
� 1 I I I I
I
----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - -
- -y
1 I 1
I
1 I 1
I
I
2N
1-1020
-
1 021
DESIGN
DETAILS
QUANTITIES
-PLAN-
BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE
BY Yihong Wang CHECKED Pete Smith STATE OF CALIFORNIA
BY CHECKED DEPARTMENT OF TRANSPORTATION
Tim Fuller Carol i na Lopez -Toro
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS 0 1 2 3
Brett Mak I ey
PROJECT ENGINEER
UNIT: 2232
PROJECT NUMBER & PHASE: 08000007441
FILE => $REQUEST
DIST COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No SHEETS
08 SBd 10 1 2 0 3/1 4 0 1 570 624
D l ' 02/01/12
ES S10
RE(GIST)ERED CIVIL ENGINEER DATE �o Q Nq�
Brett Makley Z
PLANS APPROVAL DATE
� No. C66397 M
The State of California or its officers or agents Exp.
shall not be responsible for the accuracy or ST
q CIVIL 1
completeness of electronic copies of this plan sheet. T' of CALIFO P
03/29/11
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
LEGEND
1 - Existing Track
-- ---J.
- Track to be Removed
- Fiber optic I i ne (Level 3) ,
protect in place
BRIDGE NO.
54E0102 RETAINING WALL 680
POST MILES
13.2 RETAINING WALL PLAN NO.
REVISION DATES SHEET
DISREGARD PRINTS BEARING
CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01- 10� 10 01/ /11 1 02/01/12 1 07/ /10 4
w
a
0
I I
0
w
0
n
w
Q
0
DESIGN OVERSIGHT
SIGN OFF DATE
DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)
along ''RW680'' LOL
Datum E I ev 1000.00 ,
13+00 13+00
14+00
DEVELOPED ELEVATION
1018— RW footing, Typ
''RW680'' LOL/
UPRR R/W
O
1400 00 I O
o I fo fo I_ --j
� o
J I -C:
U I 1 020 c
UPRR Tracks
�___________ ______________________ ____________________ _______________________ _____________________________-________-_________________
- - - - - - - - ' - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - _ - - - - - - - - ' - - - - r - - - -
-i- -�- -r- -i-- -I- ---
i
i
-- - - - I - - - - - I - - - - - - - - - - I - - - - Al I I I I
--+--------- - -- --- I ----------- ---------------------------------------------I---------------I i
DESIGN
DETAILS
QUANTITIES
PLAN -
1 "=1 0'-0"
BY Tim Fuller
CHECKED Pete Smith
PREPARED FOR THE
CHECKED
STATE OF CALIFORNIA
Brett
Mak I ey
BY
Y i hong Wang
Pete Smith
CHECKED
Carolina Lopez -Toro
DEPARTMENT OF TRANSPORTATION
PROJECT
ENGINEER
BY
Tim Fuller
ORIGINAL SCALE IN INCHES
UNIT:
2232
FOR REDUCED PLANS
0 1 2 3
PROJECT
NUMBER & PHASE: 08000007441
FILE
=> $REQUEST
DIST COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No SHEETS
08 SBd 10 12.3/14.1 571 624
D l ' 02/01/12
FZpFESSIO
RE ISRED CIVIL ENGINEER DATE �o Q Nq�
Brett Makley Z
03/29/11
PLANS APPROVAL DATE
w No. C66397 M
The State of California or its officers or agents Exp.
CIVIL
shall not be responsible for the accuracy or q 1
completeness of electronic copies of this plan sheet. ST TF of CA FO
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
LEGEND
1 - Existing Track
-- ---J.
- Track to be Removed
- Fiber optic I i ne (Level 3) ,
protect in place
BRIDGE NO.
54E0102 RETAINING WALL 680
POST MILES
13.2 RETAINING WALL PLAN NO.
REVISION DATES SHEET
DISREGARD PRINTS BEARING
CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01- 1010 01/ /11 1 02/01/12 1 07/ /10 5
a
— /'1A /-/ ^ I I n n/ nll
DESIGN OVERSIGHT
SIGN OFF DATE
DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)
HNNI VA VV — I V
+U- along "RW68011 LOL
Datum E I ev 1000000 .
15+00
"RW680" LOL/
UPRR R/W
DEVELOPED ELEVATION
1020
1 11=10 -0 11
RW footing, Typ
15 00'
ofo f fo f0 f0 f ° � o
j rn
+ I +
n
N �
C C
J 1020 J
U U
° UPRR Tracks °
r---------------------------------------------------------------------------'------------------------ '----------------------- ' -------------- ---
_� _ -'--
' ---
-------------------------------
- - - - - -
--------------------------- ' ----------------------- ------------ ------------------------------------ ' ----------------------- ' ------------------
I i
i
i
--- - - - - - _ - - --
N
PLAN
-
1 "=1 0/_011
DESIGN BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE
DETAILS BY Yihong Wang CHECKED Pete Smith ]STATE OF CALIFORNIA
QUANTITIES BY Tim Fuller cHCaro I i na Lopez -Toro DEPARTMENT OF TRANSPORTATION
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS 0 1 2 3
LEGEND
1 - Existing Track
-- ---J.
- - - Existing Track to be Removed
- - and Reconstructed
- Track to be Removed
fo - Fiber optic line (Level 3),
protect in place
KInTC •
1 . For Fractured Rib Texture deta i Is,
see "MISCELLANEOUS DETAILS" sheet.
Brett Mak I ey
PROJECT ENGINEER
DIST COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No SHEETS
08 SBd 10 12.3/14.1 572 624
02/01 /1 2
RE RED CIVIL ENGINEER DATE QROFESSIO
ISTN4`
Brett Makley Z
03/29/11 rn
� No. C66397
PLANS APPROVAL DATE
The State of California or its officers or agents Exp.
shall not be responsible for the accuracy or s�q CIVIL tiP
completeness of electronic copies of this plan sheet. OF CALIF
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
UNIT: 2232
PROJECT NUMBER & PHASE: 08000007441
FILE => $REQUEST
S)E U I lUN A -A
Y4 11=1 /-0 11
D
ll
ll
1
ll
BRIDGE NO.
54EO102 RETAINING WALL 680
POST MILES
13.2 RETAINING WALL PLAN NO.
REVISION DATES SHEET
DISREGARD PRINTS BEARING
CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10- 10� 10 0,1/2 /11 02/01/12 1 07/ 10 6
w
I I
0
W
0
J
a -
W
i�
w
V)
I I
4 W
Q
OFLi
z
20
NOTE:
The Contractor sha I I ver i f a
controlling field dimensions
before ordering or fabricating
any materia I
DESIGN OVERSIGHT
SIGN OFF DATE
DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)
V V 1. I I V I� , 1 J tJ ~ P 1 � v^ v v � v I V
a 1 � along ''RW680'' LOL
--->Datum E l ev 1000.00 3_
16+00
RW footing, Typ
DEVELOPED ELEVATION
1 =10 -0 11
''RW680'' LOL/
UPRR R/W
17+00
1025—
Barrier slab
x
16-00 0 +i 17+00 ' o
o sc ro I o
of � +
Ln
I�
1020 ro J
c �
' U
- UPRR
U° Tracks------------------
--------------------
-
' ------------------
------------
14
--------------------------------
------------'--------------
__-
_
i
°
— _-----------
------------
_
----J--'- _
----------------------------'--------------------------------------
- - -- -- -- -- - - _ ---- _� - - - - - - - - - - - - -�
- - ---------------�--------------------------- -----------------------------------
- - - - ^ I
DESIGN
DETAILS
QUANTITIES
PLAN
1 "=1 0'-0"
BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE
BY Yihong Wang CHECKED Pete Smith STATE OF CALIFORNIA
BY CHECKED DEPARTMENT OF TRANSPORTATION
Tim Fuller Carol i na Lopez -Toro
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS 0 1 2 3
Brett Mak I ey
PROJECT ENGINEER
KInTC o
UNIT: 2232
PROJECT NUMBER & PHASE: 08000007441
FILE => $REQUEST
LEGEND
firt C
-
I
TLP
BW
DIST COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No SHEETS
08 SBd 10 1 2 0 3/1 4 0 1 573 624
D l ' 02/01/12
FZOFESSIO
RE(GIST)ERED CIVIL ENGINEER DATE `? Nq
03/29/11
Brett Makley Z
PLANS APPROVAL DATE
No
� . C66397 M
The State of California or its officers or agents Exp.
shall not be responsible for the accuracy or 4 CIVIL 1
completeness of electronic copies of this plan sheet, ST TF of CALIFO P
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
Indicates interval i n years
from time of construction
to t i me of remova I of
inspection wire, see
"MECHANICALLY STABILIZED
EMBANKMENT DETAIL NO. 3"
sheet
i I lu I Vu I cS pane I type
des i gnat ion. For deta I Is
see 'PANEL DETAILS''
and ''MECHANICALLY STABILIZED
EMBANKMENT DETAIL NO. 1 "
sheets
PANEL LEGEND
- Existing Track
- Existing Track to be Removed
and Reconstructed
- Track to be Removed
- Fiber optic I i ne ( Level 3) ,
protect in place
- Indicates limits of
welded wire mat
- Top of leveling pad
- Base width
For MSE wa I I and TYPE 1 wa I I joint detail, see
''MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3'' sheet
BRIDGE NO.
54E0102 RETAINING WALL 680
POST MILES
13.2 RETAINING WALL PLAN NO. 5
REVISION DATES SHEET OF
DISREGARD PRINTS BEARING
CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01- 10/ 10 0,1/a/11 02/01/12 07/ /10 1 7 20
w
V)
I I
W
Q
# of Panels- 10 3 7 8 8
Design H =
BW =
1705'
12'
20'
14'
1705'
12'
20'
14'
2205'
16'
Top of Wa
FAI
�\ -- - ----------
---------- -- --- ------------ ---- -p-p- D p I
--- - E E
_ _ _ _-------- ----
--------------
-- ---- ---- --- ---- ---- - -p -D- - p E D E p E D A D A A A
D D E D E D E D A A A A A A A A O
o rD E D E D D to
o A A A A A A A A A A A A A to
o IA A A A A A A A A A A A A A A A to
+ 10 A A A A C A C A C A C A C A C A A C A C A A A A rn
B B B B B B B B B C B C B C B
a� IB C B C B C �
c Ic
J Approx OG = FG I�
TLP EIev 1018050
TLP EIev 1016.00
along '�RW680" LOL +
U
I I Q
Q �
I
Datum EIev 1000.00
I
18+00 19+00
DEVELOPED ELEVATION
''Q1Ai6ZQn'i ni /
---------------
--- ---
0 18+00 --- -------------------
--------------
o '
Ln
+ UPRR R/W I o0
1022
a� I I O
-----------------------------------I +
- UPRR Tracks —�----------- -- --j
_JI rn
J - - - - - - - - - - - - -1- - - - - - - - _ _ 1
1 �
- - - - - - - - - - - - - 1 _ _ , 1
1 _ _ - J - _ _ _ _ _ _ J
- _ _ _ y - - - - - - - - - - - 1 - - - - - - - - - -1- - - - - - - - - - - - - - - - - 1 I
_ - - 1
I 1 1 -
Q - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 I
------------- ---
- - U
+
PLAN
1 "=1 0'-0"
DESIGN OVERSIGHT
SIGN OFF DATE
DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)
DESIGN
DETAILS
QUANTITIES
Indicates interval i n years
from time of construction
to time of removal of
inspection wire, see
"MECHANICALLY STABILIZED
EMBANKMENT DETAIL NO. 3"
sheet
LEGEND
I I IU I "'U I CS pane I type
designation. For details
see 'PANEL DETAILS''
and ''MECHANICALLY STABILIZED
EMBANKMENT DETAIL NOo 1 "
sheets
PANEL LEGEND
NO SCALE
- Existing Track to be Removed
- - and Reconstructed
- Track to be Removed
1 1 1
- UPRR R/W
\-
Ind-
icates limits of
1--- ____- welded wire mat
TLP - Top of leveling pad
BW - Base width
NOTES:
1. For Fractured Rib Texture details,
see ''MISCELLANEOUS DETAILS" sheet.
1162raml n
10
Fractured
Rib Texture
FG
SAMPLE MSE WALL ELEVATION
WITH FRACTURED RIB TEXTURE
No Sca I e
BY Tim Fuller
CHECKED Pete Smith
PREPARED FOR THE
POST MILES
SHEET
TOTAL
CHECKED
STATE OF CALIFORNIA
Brett
Mak I ey
BY
Y i hong Wang
Pete Smith
CHECKED
Carol i na Lopez -Toro
DEPARTMENT OF TRANSPORTATION
PROJECT
ENGINEER
BY
Tim Fuller
ORIGINAL SCALE IN INCHES
D '
UNIT:
2232
FOR REDUCED PLANS
0 1 2 3
PROJECT
NUMBER & PHASE: 08000007441
Brett Makley
Z
03/29/11
No. C66397
M
FILE
=> $REQUEST
DIST
COUNTY
ROUTE
POST MILES
SHEET
TOTAL
TOTAL PROJECT
No
SHEETS
08
SBd
10
1 2 0 3/1 4 0 1
574
624
D '
l 02/01/1 2
FZOFESSIO
RE ISRED CIVIL ENGINEER DATE �o `? Nq�
Brett Makley
Z
03/29/11
No. C66397
M
PLANS APPROVAL DATE
The State of California or its officers or agents Exp.CIVIL
shall not be responsible for the accuracy or q
T TF
completeness of electronic copies of this plan sheet. OF CAL104
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
SECTION A -A
I/2=1 ,_0..
ll
ll
D
7
9
7
7
ll
ll
L
BRIDGE NO.
54E0102 RETAINING WALL 680
POST MILES
13.2 RETAINING WALL PLAN NO.
DISREGARD PRINTS BEARING REVISION DATES I SHEET
CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01- 10� 10 0,1/a/11 02/01/12 07/ /10 8
N
DESIGN OVERSIGHT
SIGN OFF DATE
DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)
# of Pane I s 44 7 7 8 8
Design H =
BW
25'
18/
2205
16/
aw
25'
18'
2705'
19/
30'
211
3205'
23 /
x ODS° `� '�O� XP J X
p Top of Wa I I �' �Xo
X J X
�Xo _ --- -- ----- ---- --------- -- ------ -
--_ -_ p p D E p E D
-- ---- --- ------------ ---- ------p- -D D E D E D A A A A
-- ---- _ -- ------------ ---- ------p p E D E D E A A A A A A A
U D E D E D E A A A A A A A A A A A o
o I E A A A A A A A A A A A A A A o
o A A A A A A A A A A A A A A A o
o
JA A A A A A A A A q A A A A A A +
' A q A A A A A A A A A A A A A_ _ o
A A AA A A A A A A A A -- -- q A o
A C C'
C B B C B C B C B C B CMI C r—Bj C r—Bj C r—B 'J -1 -B- C---B--=C-- - B- C- J
C B — — -
U
Approx OG = FG TLP EIev 1 021 000 Existing Retaining Wa I I to be removed, o
o I TLP EIev 1018050 along "RW680" LOL see ''MISCELLANEOUS DETAILS'' sheet
Datum EIev 1000.00
19+00 20+00
DEVELOPED ELEVATION
1 1 1=10 -0
+1
C
—--------- ----
Barrier slab- ��-- ----
---
Existing Retaining Wal
''RW680'' LOL footing to be removed, 1 035
see ''MISCELLANEOUS DETAILS" sheet
10 3 0
;
pts
o - - - --
-------------
---------------------------
--
� (L UPRR Tracks UPRR R/W ---------------- � o
L------ ----+� LCA
----------- J -- - - -- - - -- _-- -- - -- - -- - -- - -- _-- - - - - ------ _---- _---- - - - - -------------------- - - - - ----------
_ -�
C - - - T - _ _ _ ---- 0
- - - - - _ _ - - _ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L _ _ _ _ _ - - - - - - _ _ _ _ _ - - - - _ _ - - -I_ ' - _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ - ' - - - - _ - _ - - - - -
- J -
- -
U -_j
'5;1029— I
DIST
PLAN
ROUTE
POST MILES
SHEET
TOTAL
1 "=1 0/-011
TOTAL PROJECT
DESIGN
BY Tim Fuller
08
CHECKED Pete Smith
PREPARED FOR THE
1 2 0 3/1 4 0 1
575
624
D '
CHECKED
STATE OF C
Brett
Makley
DETAILS
BY
Z
Y i hong Wang
Pete Smith
CHCaro I i na Lopez -Toro
DEPARTMENT OF TRANSPORTATION
I
PROJECT
ENGINEER
QUANTITIES
BY Tim Fuller
ORIGINAL SCALE IN INCHES
I 1 1 1 1 1
UNIT:
2232
SAN BERNARDINO, CA 92410
FOR REDUCED PLANS
0 1 2 3
PROJECT
NUMBER & PHASE: 08000007441
RIVERSIDE, CA 92507
FILE
=> $REQUEST
DIST
COUNTY
ROUTE
POST MILES
SHEET
TOTAL
TOTAL PROJECT
No
SHEETS
08
SBd
10
1 2 0 3/1 4 0 1
575
624
D '
l 02/01/12
FZOFESSIO
RE ISRED CIVIL ENGINEER DATE �o `? Nq�
Brett Makley
Z
03/29/11
W No. C66397
PLANS APPROVAL DATE
The State of California or its officers or agents Exp.
CIVIL
4.
P
ST TF
shall not be responsible for the accuracy or q 1
completeness of electronic copies of this plan sheet. OF CALK O��
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
Indicates IntervaI in years
from time of construction
to t i me of remova I of
inspection wire, see
''MECHANICALLY STABILIZED
EMBANKMENT DETAIL NO. 3"
sheet
11 IU I Vu I Z:; ID pane I type
designation. For details
see PANEL DETAILS''
and ''MECHANICALLY STABILIZED
EMBANKMENT DETAIL NO. 1 "
sheets
PANEL LEGEND
NO SCALE
LEGEND
Existing Track to be Removed
- - and Reconstructed Lij
Track to be Removed
C
------------ - UPRR R/W
- Indicates limits of
-'__��� welded wire mat
TLP - Top of leveling pad
BW - Base width w
Q
0
IW
Q
0
BRIDGE NO. Lij
54E0102 RETAINING WALL 680
POST MILES I
13.2 RETAINING WALL PLAN NO. 7
Q
DISREGARD PRINTS BEARING
REVISION DATES SHEET OF z
�
CONTRACT NO.: 08-468004 EARLIER REVISION DATES � 10/ 1
01/ /11 02/01/12 07/ /10 9 20 �
# of Panels 8 15
Design H = 3205' 35'
BW = 23' 25'
N
DESIGN OVERSIGHT
SIGN OFF DATE
DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)
�oX
° 0)
X
O
12
3705'
26'
Chain Link
Rai I i ng,
Type 7 B11-52
( Mod 1 )
Cherry Avenue Overhead
Bridge No. 54CO065
End wa
10 /- 0" �1' o0
X h�
r O
OXO �
Top of Wa I I ��
o
- - - - ------------ ---- - -- - --
- - - -- - -- - - -- ----
- - --- ---- ---- --- ------------ - - -
-- - p - --- - p - ------D - - - p p p
---- ---- --- ---- - -- --- E p E p E p E D E D D E
p D E D E D E D A D A E � o E E 3o A ao(CO A 20 A A A O i -
D A A A A A A A A A
A A A A A A A A A A A A A A A A A
I G
A A A A A A A A A A A A A A A A A
A A A A A A A A A A A A A A A A A
o A A A A A A A 20 A A 50 A A 10 A A 5 A —Ag— A —A(B
o A A A A A A A A A A A A A -A _ A----- A- A- A- ---�--
Ln A A A A A A A A _A _A --- - -A A A A A A A
o A A A
cv -._ -- -- -- --- A-- -- A- -- - A A A 0 A A 20 A A 3o A �o A A 5o I
A A A A A A A 4o A A A A O A AO A A A A
A A A A A A A �+ A A A A A A A A A A
C C C C C C C C C C C C C C C C C_ 1
J �g -- -g -- --g -- -g -- -g - - g -- - g -- -g -- -g -- -g -- -g - g -- -g -- -g -- -g - -g -- - g
- - ---� -_
- -- -- -- ----------- -- -- -- -- -- -- -- -- -- -- -- -- -- - ------ -- -- -- -- --- ---
�-Fr-fr-
U I II II
II II
� II II
0 Existing Retaining Wa I I to be removed, TLP E I ev 1 021 000
see "MISCELLANEOUS DETAILS" sheet Approx OG = FG
along "RW680" LOL
Datum E I ev 1000.00
"RW6 80" LOL
21+00
DEVELOPED ELEVATION
1 1 1=10 -0 11
- -- 1 050 -
22+00
-- ---- -
Cherry Avenue Overhead
-- \� 1045 �� Abut 2
- Existing Retaining Wall -
foot i ng to be removed see Barrier slab
\
`
COUNTY
"MISCELLANEOUS DETAILS" sheet
POST MILES
1040
TOTAL
1 "=1 0/_011
TOTAL PROJECT
0
- -- --- - ---_ ---
08
SBd
10
-7-
576
624
D '
l 02/01/1 2
FZOFESSIO
RE ISRED CIVIL ENGINEER DATE �o Q Nq�
Brett
1035
1035-
DETAILS
Brett Makley
Z
03/29/11
No. C66397
M
PLANS APPROVAL DATE
DEPARTMENT OF TRANSPORTATION
The State of California or its officers or agents Exp'
CIVIL
ENGINEER
P
ST TF
shall not be responsible for the accuracy or q 1
completeness of electronic copies of this plan sheet. OF CALZFO��
---
-
-
-
1170 W 3RD STREET
.-
---------
+
T.Y. LIN INTERNATIONAL
----------
------------------�-
-------21_+00 --------------- -----
-------------------025
RIVERSIDE, CA 92507
--,--------------�F--
1 025-- 22+00 � ----
- - - - - - - - - - -
C\J_
- - - - - -
--------
------
------------------------------------------------------
L----------
1
c
- -1
- -
__------____ _ 1025
UPRR R/W
G
1' _ 1 _ _
-------
__
1
J_-
-C
-1025
--"--�1-----_- --_-_"--�--------=----
UPRR Tracks
1
----------------------
_ 1
J _
---
I—I-------�---
N
---�-- --------=_
See Note 1
LEGEND
DIST
COUNTY
ROUTE
POST MILES
SHEET
TOTAL
1 "=1 0/_011
TOTAL PROJECT
No
SHEETS
08
SBd
10
1 2 0 3/1 4 0 1
576
624
D '
l 02/01/1 2
FZOFESSIO
RE ISRED CIVIL ENGINEER DATE �o Q Nq�
Brett
Makley
DETAILS
Brett Makley
Z
03/29/11
No. C66397
M
PLANS APPROVAL DATE
DEPARTMENT OF TRANSPORTATION
The State of California or its officers or agents Exp'
CIVIL
ENGINEER
P
ST TF
shall not be responsible for the accuracy or q 1
completeness of electronic copies of this plan sheet. OF CALZFO��
SANBAG
1170 W 3RD STREET
2232
SAN BERNARDINO, CA 92410
FOR REDUCED PLANS
T.Y. LIN INTERNATIONAL
PROJECT
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
Indicates interval i n years
from time of construction
to t i me of remova I of
inspection wire, see
''MECHANICALLY STABILIZED
EMBANKMENT DETAIL NO. 3"
sheet
11 lu I k. u I �S pane I type
designation. For details
see PANEL DETAILS"
and ''MECHANICALLY STABILIZED
EMBANKMENT DETAIL NO. 1 "
sheets
PANEL LEGEND
NO SCALE
- Existing Track to be Removed
- - and Reconstructed
- Track to be Removed
1 1 1
------------- - UPRR R/W
\ - Indicates limits of
L------ welded wire mat
TLP - Top of leveling pad
BW - Base width
End Wa
Sta 22+18.59 ''RW680'' LOL
AI/1Tr e
1. For MSE wall and abutment joint detail, see
"MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet
BRIDGE NO.
54E0102 RETAINING WALL 680
POST MILES
13.2 RETAINING WALL PLAN NO.
DISREGARD PRINTS BEARING REVISION DATES I SHEET
CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10� 10 01/ /11 102/01/1210,7,/DT/'110 10
w
II
0
W
0
J
a -
w
J�
PLAN
1 "=1 0/_011
DESIGN
BY Tim Fuller
CHECKED Pete Smith
PREPARED FOR THE
CHECKED
STATE OF C
Brett
Makley
DETAILS
BY
Y i hong Wang
Pete Smith
CHCaro I i na Lopez -Toro
DEPARTMENT OF TRANSPORTATION
PROJECT
ENGINEER
QUANTITIES
BY Tim Fuller
ORIGINAL SCALE IN INCHES
UNIT:
2232
FOR REDUCED PLANS
0 1 2 3
PROJECT
NUMBER & PHASE: 08000007441
FILE
=> $REQUEST
AI/1Tr e
1. For MSE wall and abutment joint detail, see
"MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet
BRIDGE NO.
54E0102 RETAINING WALL 680
POST MILES
13.2 RETAINING WALL PLAN NO.
DISREGARD PRINTS BEARING REVISION DATES I SHEET
CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10� 10 01/ /11 102/01/1210,7,/DT/'110 10
w
II
0
W
0
J
a -
w
J�
See
Note 1
See
Note 2
DESIGN OVERSIGHT
Finished
Grade
Backface of
Retaining Wal
Deta i I "A"
Geocomposlte
Drain
Deta I I "B"
WALL SECTION
Filter Fabric
wrap around
DETAIL "A"
AI/1Tre-
1.
`
4" 0 drain
3'' Uns I otted
Plastic Pipe
3"
mino
SECTION A -A
10 mil Polyethylene
sheet
Bond 6" to wa I I.
Cut hole for 3" pipe
Cap -typo
See Note 2
3" Slotted
Plastic Pipe.
See Note 2
Tee
Connection
Face o
MSE pane
Note 1
FRACTURED RIB TEXTURE
TERMINATION DETAIL (MSE)
Bond to
Geocompos I to
E
A Drain
rn
0 Level or sloped
1' toward wa I I
1 '-0" Cement Treated
Permeable Base
DETAIL "B"
WEEP HOLE AND GEOCOMPOSITE DRAIN
No Scale
(BO -3
Alternative to bridge detail 3-1
10 4" 0 drains at intermediate sag points and at 25' max
center to center (9' c -c for Type 3 and 9'-3" c -c for
Type 4 retaining walls)°
For wa I Is adjacent to sidewalks or curbs, provide
4" plastic pipe under the sidewalk
to discharge through curb face.
Exposed wa I I dra i ns sha I I be I ocated 3"± above f i n i shed grade
2. Geocompos i to drain, cement treated permeable base, and
3" 0 slotted plastIc pipe continuous behind retaining wa I I o
Cap ends of pipe. ProvIde "Tee" connection at each 4' 0 drain.
3. Connect the low end of plastic pipe to the main outlet
pipe as applicable.
SIGN OFF DATE
DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)
DESIGN
DETAILS
QUANTITIES
No Scale
Fractured R i b
valley, Note 2
2"
E 4-4
Face of panel
or wa
VVUI I W=1111
FRACTURED RIB TEXTURE DETAIL
1. For vertical joint detaII, see
"MECHANICALLY STABILIZED
EMBANKMENT DETAIL NO. 1 " sheets
2. Permissible location of weakened plane
and expansion joints
15 0"±
H=6'
36'- 0"+
H=8'
43'-0"±
H=10'
No Scale
204'-1 "±
43'-0"+
H=12'
43'-0"+
H=14'
DIST
COUNTY
ROUTE
POST MILES
SHEET
TOTAL
CHECKED
STATE OF CALIFORNIA
Brett
TOTAL PROJECT
No
SHEETS
08
SBd
10
12.3/14.1
577
624
'
UNIT:
l 02/01/12
FZpFESSIO
RE ISRED CIVIL ENGINEER DATE �o Q Nq�
o 1 z 3
PROJECT
NUMBER & PHASE: 08000007441
0 Brett Makley
Z
03/29/11
W No. C66397
M
PLANS APPROVAL DATE
_> REQUEST
The State of California or its officers or agents Exp.
CIVIL
ST TF
shall not be responsible for the accuracy or q 1
completeness of electronic copies of this plan sheet. OF CALZFO��P
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
LEGEND
24'-1 "±
H=16'
- Indicates Remove Retaining
Wa I I , Location A
- Indicates Existing Concrete
T
+1
0
T
RETAINING WALL REMOVAL DETAIL
Y161I=1 ,-Oil
RETAINING WALL FOOTING REMOVAL DETAIL
Y1611=1 /-Oil
BY Tim Fuller
CHECKED Pete Smith
PREPARED FOR THE
CHECKED
STATE OF CALIFORNIA
Brett
Mak I ey
BY
Y i hong Wang
Pete Smith
CHECKED
Carolina Lopez -Toro
DEPARTMENT OF TRANSPORTATION
PROJECT
ENGINEER
BY
Tim Fuller
ORIGINAL SCALE IN INCHES
UNIT:
2232
FOR REDUCED PLANS
o 1 z 3
PROJECT
NUMBER & PHASE: 08000007441
FILE
_> REQUEST
BRIDGE NO.
54E01 02
POST MILES
13.2
Remove Existing RW and
abutment stubwa I I, see
"BRIDGE PLANS"
Top of
footing
Exist footing
st footing
Remove Existing
RW footing, see
"BRIDGE PLANS"
RETAINING WALL 680
MISCELLANEOUS
DISREGARD PRINTS BEARING
CONTRACT NO.: 08-468004 EARLIER REVISION DATES 1
DETAILS
REVISION DATES SHEET
0 01/ 111 02/01/12 07,/0-/1'0 1 11
w
V)
I I
W
Q
OFLi
z
20
Face of pan(
#4 @, 8" Max
stagger on
each side of
#4 vertical k
6"
Li' Top soi
reinfo mesh
N
�L Bottom so
Q reinfo mesh,
> see note 1
------------
X
U)
---------
U) *0
C
.L
Q
> �o
TYPE "D"
TOP PANEL
'-0"
* 6" where mat spacing is G 2'-6"
FEE
Face of pane
X
C Q
= N
Ln
#4 @, 8" Max
stagger on
each side of
#4 vertical bars
L
U
Ln
N
.L
0
N
TYPE "E"
TOP PANEL
NOTES: 1 "=1 -0"
1 o Omit bottom soil reinforcement mat
when spacing is less than 9"
2. Omit intermediate soi 1 reinforcement mesh
when spacing is less than 6"
3. See "MECHANICALLY STABILIZED EMBANKMENT DETAIL NOo1"
sheet for panel TYPE "A", "B" AND "C"
4. Architectural Treatment not shown
Top so i
reinfo mesh
Intermediate
soil reinfo
mesh, see note 2
Bottom so
reinfo mesh
0
4-
X
o Q
C
O
N
Q0
TABLE 1: WELDED WIRE MAT SOIL REINFORCEMENT LAYOUT
DIST COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No SHEETS
08 SBd 10 12.3/14.1 578 624
D l ' 02/01/12
ES S10
RE(GIST)ERED CIVIL ENGINEER DATE Q Nq
03/29/11
Brett Makley -
z
PLANS APPROVAL DATE
No
� . C66397 M
The State of California or its officers or agents Exp.
shall not be responsible for the accuracy or 4 CIVIL 1
completeness of electronic copies of this plan sheet, ST TF of CALIFO P
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
Design H
15
1705
20
2205
25
2705
30
3205
35
3705
BW
11
12
14
16
18
19
21
23
25
26
2@,W1 1 xW1 1 +6"x9"
2@,W1 1 xW1 1 +6"x9"
2QW1 1 xW1 1 +6"x9"
5@011 xW1 1 +6"x1 8"
5@,W1 1 xW1 1 +6"x1 8"
59W1 1 xW1 1 +6"x1 8"
1 09W1 1 xW1 1 +6"x24"
1 O@,W1 1 xW1 1 +6"x24"
1 O@,W1 1 xW1 1 +6"x24"
1 O@,W1 1 xW1 1 +6"x24"
Reinforcing Mesh
i i
2@,W1 1 xW1 1 +6"x1 2"
2@,W1 1 xW1 1 +6"x1 2"
3@,W1 1 xW1 1 +6"x1 8"
4@,W1 1 xW1 1 +6"x24"
5@,W1 1 xW1 1 +6"x24"
5@,W1 1 xW1 1 +6"x24"
2@,W1 5xW1 1 +6"x30"
3@,W1 5xW1 1 +6"x30"
4@,W1 5xW1 1 +6"x30"
5@,W1 5xW1 1 +6"x30"
conf gurat on, from
the top down
�� ��
1 @,W1 1 xW1 1 +6 x1 8
�� ��
1 @,W1 1 xW1 1 +6 x1 8
�� ��
3aW1 1 xW1 1 +6 x24
��
1 WW1 1 xW1 1 +6 x30
1 @,W1 1 xW1 1 +6"x24"
2@,W1 1 xW1 1 +6"x24"
* Mesh configuration = # of mats 9 longitudinal wire size x transverse wire size + longitudinal wire spacing x transverse wire spacing
DESIGN OVERSIGHT
SIGN OFF DATE
DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)
DESIGN
DETAILS
QUANTITIES
BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE
BY Yihong Wang CHECKED Pete Smith STATE OF CALIFORNIA
BY CHECKED DEPARTMENT OF TRANSPORTATION
Tim Fuller Caro I i na Lopez -Toro
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS 0 1 2 3
Brett Mak I ey
PROJECT ENGINEER
UNIT: 2232
PROJECT NUMBER & PHASE: 08000007441
FILE => $REQUEST
BRIDGE NO.
54E0102 RETAINING WALL 680
POST MILES
13.2 PANEL DETAILS
DISREGARD PRINTS BEARING REVISION DATES SHEET OF
CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10/ 10 01/ /11 02/01/12 07/ /10 12 20
n,
w
V)
I I
W
Q
%11 chamfer
when no
raised reli
HORIZONTAL JOINT DETAIL
No Scale
it of face pane
1*1
� See "HORIZONTAL JOINT DETAIL"
i
#4 Tot 11
C\' equally spaced
#4
- - ------- ------------
#4 Q 8" Max C
a�
_ = o
• C9 CWelded
' I �E wire mats
CV O
� z
0
I
in
#4, Tot 11 =
M
I
f
''All
1 3
TYPE A
INTERMEDIATE PANEL
No Scale
STANDARD DRAWING
APPROVED BY
K. GR/SWELL RELEASED BY ROBERTO LACALLE
i
NILE x s 1 3 OZ O� I� RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF
APPROVAL DATE 5-6-08 RELEASE DATE REVISED
DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08)
5'-0" nominal length
PLAN - FACE PANEL
No Scale
NOTES:
1. Architectural treatment not shown.
2. Place reinforced elastomeric bearing pads in all of the
panel joints between the panels. Place one in each vertical
joint where the horizontal point intersects it. Place two
per panel in each horizontal joint.
3/4" x 2%" x 6" for vertical joints
3/4" x 4" x 6" for horizontal joints.
3. Bond a strip of filter fabric , 11 - 0" wide, over the full
length of all panel joints.
CV
I
c9
I
CV
TYPE "C" 1 3
BOTTOM PANEL
No Scale
— Welded
wire mats
Minor Concrete
Leveling pad
L
U
= n
#4 Tot 6 =
equally spaced
IyN
1�
See "VERTICAL JOINT DETAIL"
3 11 chamfer when
no raised relief
Rear of face panel
TYPE "B'' <14
BOTTOM HALF PANEL
No Scale
1 Revised detail STATE OF
DIVISION OF
2 Removed detail
CALIFORNIA
3 Removed scale DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES
ORIGINAL SCALE IN INCHES I I I I I I I ICU 08224
FOR REDUCED PLANS 0 1 2 3 EA 468001
Welded
wire mat
DIST. COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT NO. SHEETS
08 SBd 10 12.3/14.1 579 624
ESS ] O�
9<
R IS ERED ENGINEER — CIVIL ��� 1�1
Brett Mak Iey Z
03/29/11 W NO. C66397 M
PLANS APPROVAL DATE Exp.
The State of California or its officers or agents s> CIVIL
P
shall not be responsible for the accuracy or q� OF CALIFO���
completeness of electronic copies of this plan sheet.
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
N CV
Lo QO
"LO
I_
r
VERTICAL JOINT DETAIL
No Scale
O
SPECIAL DETAILS
O
RETAINING WALL 680
BRIDGE NO.
�I? MECHANICALLY STABILIZED EMBANKMENT
POST MILE
13.2
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
USERNAME => $USER
DETAIL N0. 1
REVISION DATES (PRELIMINARY STAGE ONLY)
/1 10/ /1 1 /W1 1 02/01 /1
SHEETI OF
13 1 20
$REQUEST
0
W
W
W
a
0
COUF
Transverse wires W11
I_ 5 spaces Q 6"
Longitudina
w i res 5�
Note D
n
PLAN OF PANEL WITH WELDED WIRE MAT
No scale
Notes:
1) Distance as required to permit coupler to be swaged.
02 Place #4 bar, 3' - 2" long, centered on connector
mat, but not welded to it.
03 Length equals "Base width" of wall, except it
shall not be less than 16' for the top 2 levels
of mats at the top of the wa I I
® All Transverse Wires size W11 at various spacings
as shown elsewhere in plans.
05 All Longitudinal Wires at 6'' spacing, of various
sizes, as shown elsewhere in plans.
GENERAL NOTES (MSE WALLS)
Live loading: Surcharge = 240 Ib/ft2
Soil parameters:
Internal design 3409 y = 120 I b/ft3
External design (b (Backf i I I ) = 3409 y = 120 I b/ft3
(p(Foundation) = 300
Precast concrete panels:
f'c = 49000 psi (Concrete compressive strength at 28 days)
fy = 609000 psi (Yield strength of reinforcement)
Soil reinforcement:
Welded wire mats: fy = 659000 psi (Yield strength)
Coupler: fy = 36,000 psi (Yield strength)
Corrosion rate = 1.1 mils/year
Reinforced concrete:
f'c = 39600 psi, except as noted
(Concrete compressive strength at 28 days)
fy = 609000 psi (Yield strength of reinforcement)
MSE = Mechanically stabilized embankment
SECTION B -B
No scale
�It
ckness = 1/41'
t i re mat
)wn
DIST. COUNTY ROUTE POST MILES
TOTAL PROJECT
08 SBd 10 12.3/14.1
� Z�
— 7�--,4D R IS ERED ENGINEER — CIVIL
03/29/11
SHEET
TOTAL
NO.
SHEETS
580
624
O Q�OFESSION
4
Brett Makley Z
NO. C66397 M
PLANS APPROVAL DATE Exp.
The State of California or its officers or agents CIVIL
P
shall not be responsible for the accuracy or qTF OF CALIFO���
completeness of electronic copies of this plan sheet.
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
RETAINING
WALL 680
STANDARD DRAWING STATE OF
BRIDGE NO.
APPROVED BY K. GR/SWELL RELEASED BY F?OBERTO LACALLE DIVISION OF 54E0102 MECHANICALLY STABILIZED EMBANKMENT
FILE x s 1 3- OZ O- Z e RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF CALIFORNIA POST MILE
APPROVAL DATE 5-6-08 RELEASE DATE 5-6-08 DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES 13.2 DETAIL NO . 2
DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES CU 08224 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
FOR REDUCED PLANS 0 1 2 3 EA 468001 EARLIER REVISION DATES so 3/ /1 7/ /1 10/ /1 1/ /11 210111 14 20
USERNAME => $USER $REQUEST
MSE Face i
Place vertical bearing pads where horizontal
panel joint intersects vertical panel joint.
Welded wire mats
LevE
3/,11
vd a
(wingwall$ return wa
or retaining wall)
MSE FACE PANEL -TO -CONCRETE WALL JOINT DETAIL
LEGEND:
O Bond a strip of filter fabric, 1'-6" wide, to back of
MSE panels and the adjacent concrete wall for
entire length of vertical joint.
O2 Bond expansion joint material to the concrete wall.
O3 Offset between face of MSE face panel and face
of the concrete wall as dictated by location of
layout lines shown elsewhere in Project Plans.
O
611 TYP E
REAR ELEVATION
1'-0" wide strip of filter fabric bonded
to adjacent panels full length of both
vertical and horizontal panel joints.
Neoprene plug (may
radially at one loc
W 1 1 x 10'-0''
see Note 2
Fill void
see Note
Encapsulate -
see Note 4
NOTES:
DIST. COUNTY ROUTE POST MILES
TOTAL PROJECT
08 SBd 10 12.3/14.1
� Z�
- 7,--,4D R IS ERED ENGINEER - CIVIL
03/29/11
SHEET
TOTAL
NO.
SHEETS
OF
NO.
54E0102
581
624
O Q�OFESSION
4
U) Brett Makley Z
NO. C66397 M
PLANS APPROVAL DATE Exp.
The State of California or its officers or agents 5> CIVIL
P
shall not be responsible for the accuracy or qTF OF CALIFO���
completeness of electronic copies of this plan sheet.
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
Front of
face pane
� Inspection wire
see Note 1
ied or cored hole
SECTION THRU INSPECTION WIRE
1. Center inspection wire in face panel.
2. Fabricate inspection wires f rom W11 wire representative
of the welded wire mats, with %11 dia - 16 UNC threads for
at I east 1 %2" of one end
3. Place inspection wire horizontal and perpendicular to the wall
panel prior to backfilling. After backfill placement to a level
at least 2'-0" above the Inspection wire, dry pack opening
with 1000 to 1500 psi mortar. Trowel mortar smooth and flush
with face of panel.
4. Encapsulate threaded end with corrosion inhibiting mastic,
and secure round vinyl cover with nylon tie.
UNC = Unified coarse threads
SPECIAL DETAILS
RETAINING
WALL 680
STANDARD DRAWINGBRIDGE
1O Revised detail
STATE OF
DIVISION
OF
NO.
54E0102
MECHANICALLY STABILIZED EMBANKMENT
K. GRSE
APPROVED BY /WLL
OBO LACALL
RELEASED BY RERTE
CALIFORNIA
Q
FILE xs13 OZO�V
NO.RESPONSIBLE
RESPONSIBLE TECHNICAL SPECIALIST
OFFICE CHIEF
ENGINEERING
S E R V I C E S
POST MILE
APPROVAL DATE 5-6-08
RELEASE DATE REVISED
DEPARTMENT OF TRANSPORTATION
13.2
DETAIL N0. 3
DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08)
ORIGINAL SCALE IN INCHES
CU 08224
DISREGARD PRINTS BEARING
REVISION DATES (PRELIMINARY STAGE ONLY)
SHEET
OF
FOR REDUCED PLANS 0 1 2 3
E A 4 6 8 0 01
EARLIER REVISION DATES
3/ /1 7/1/110/
1/11
/ /11
2/01 /1
15
20
USERNAME => $USER
$REQUEST
LTJ
0
W
0
J
IL
LJ
SECTION AT TOP OF WALL WITH
BARRIER SLAB AND CONCRETE BARRIER
Concrete Barrier
Type 732 (Mod) 1'-5"
Concrete Barrier 1/ -53/4"
Type 736 (Mod)
Layout Line -
Barrier Slab
Top of Wa I I
o II
-
o
C9
I
"c" bar = #6 X 49'-2"
CSI
CSI
O11
O
HMA Overlay on barrier slab, see ''ROAD PLANS''
2'Cir
2
7
Fractured Rib Texture
Face pane
See Note 4
2••
CV
I
CV
6/ -0"
Cable railing Std
CL Cha i n I ink fence
Ignat Ion 10
nat i on 1 0
#4 tot. 11
11
9
C
C a- Bar designation 10
a �
CV CV U
a be a be a be a- Bar des i gnat i on 0:�
-- - - - - -------- - - - - -- - --
#5
1'-0" 6 Spaces @, 6'' 3"
4
min
- #5 @, 1 ' -0"
---------------------------
SECTION AT TOP OF WALL WITH BARRIER SLAB O
WITH PAVING NOTCH AND CONCRETE BARRIER
STANDARD DRAWING
APPROVED BY
K. GR/SWERELEASED BY LL F?OBERTO LACALLE
A
FILE x s 1 3 02 0- T RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF
NO.APPROVAL DATE 5-6-08 RELEASE DATE REVISED
DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08)
Layout line—
Plain 1311-47 or
',do Plan B11-7
4" x 5" 9" or
5" 0 x 9''post p ket
Top of wa
o � 14 15
� I
2" cIr,typ
#4 F @, 1 ' -0" 'except
2spaces at 6'' each
side of post pocket§
V-311, -311 2/ -oil
a•
L-
c X
0
I
E E
o
FG
Concrete gutter
Std. Plan 133-9
-21/2'' cIr,typ
4 'd 12" exten,
1 -31 min into
fac pane
Face pa el
SECTION AT TOP OF WALL 0
WITH COPING AND GUTTER
CONCRETE BARRIER TYPE 60D (MOD)
AT FACE OF MSE WALL
Welded Wire Mats
O
DIST. COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT N0. SHEETS
08 SBd 10 14.8/15.5 582 624
E S S ION
q�
R IS ERED ENGINEER - CIVIL
Brett Makley Z
03/29/11 W No. C66397 M
PLANS APPROVAL DATE Exp.
The State of California or its officers or agents s> C I V I L P
shall not be responsible for the accuracy or qTF OF CALIFO���
completeness of electronic copies of this plan sheet.
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
NOTES RIVERSIDE, CA 92507
1. Clearance to reinforcing steel in
concrete barrier to be 1
2.Not all barrier reinforcement shown.
3.No expansion joints in concrete barrier
or barrier slab within MSE wall limits.
4. Specific concrete barrier to be utilized
as shown on typical section elsewhere in
Project Plans.
5.Install cable railing or chain link fence
when indicated in Project Plans.
LEGEND:
10 1" Expanded polystyrene.
02 2" Expanded polystyrene. Recess expanded
polystyrene 2'' Into barrier slab.
03 Contact joint.
04 Welded Wire Mat Soil reinforcement.
05 #5 L ca. 1 ' -4" ( To be in place prior to
6/4 barrier slab concrete).
06 #5@, 8" (To be in place prior to
6/4'' barrier slab concrete).
07 #5 ��7 @1 1 ' -0"
(O 3/-411
08 #5 4' -71'a 1 ' -0'' bundled with 90 bars
(�)#5 1 @1 1 ' -0"
O1 011
a 11bar = #6 continuous .
''b''
bar = #6 X 59 -0
"c" bar = #6 X 49'-2"
Place "b" and "c" bars at beginning
and ending ends of barrier slab.
O11
O
HMA Overlay on barrier slab, see ''ROAD PLANS''
ipacted 1 2
4/-0'' wide pavement reinforcing fabric.
ial
13
Except 9'' when coping and barrier slab
occur along the top of the some wall.
14
Except 2'-0'' when coping and barrier slab
occur along the top of the same wall.
1 5
I/2" expansion joints i n coping
at every fourth panel joint.
0
SPECIAL DETAILS
1 Revised detail STATE OF
DIVISION OF
2 Revised note
CALIFORNIA
3 Removed detail DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES
ORIGINAL SCALE IN INCHES I I I I I I I ICU 08224
FOR REDUCED PLANS 0 1 2 3 EA 468101
RETAINING WALL 680
BRIDGE NO.
54E0102 MECHANICALLY STABILIZED EMBANKMENT
POST MILE
13.2
DISREGARD PRINTS BEARING
EARLIER REVISION DATES 173
USERNAME => $USER
DETAIL N0. 4
REVISION DATES (PRELIMINARY STAGE ONLY)
/1 10/ /1 A 1/ 11 1 2 /01 /1
SHEETI OF
16 1 20
$REQUEST
LTJ
II
0
w
0
J
IL
LJ
Layout IinP
Mi
Leveling
Note 1
2'
2'
� 8" Underdrain 0.
Existing
ground line
— 2, -0"
FS or excavation limits
EXCAVATION
l
3, -01�
OUTLET
PIPE
3, _0..
CLEANOUT
PIPE
BACKFILL
OUTLET OR CLEANOUT PIPE FOR UNDERDRAIN
ABBREVIATIONS
LIMITS OF EXCAVATION<1> OG Original ground
No Scale FS Planned finished surface
GP Planned grading plane
C 8 11Underdrain 0.
above Elev. top
ded wire mats
2
Note 1
No Scale
CL, 8" Underdrain
DIST. COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT NO. SHEETS
SBd 10 12.3/14.1 583 624
7�-_,4:J/ � .W o QFtOFESSION
q�
R I S ERED ENGINEER - CIVIL
Brett Makley Z
03/29/11 No . C66397
PLANS APPROVAL DATE Exp.
The State of California or its officers or agents s� CIVIL
P
shall not be responsible for the accuracy or qTF OF CALIFa
completeness of electronic copies of this plan sheet.
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
T.Y. LIN INTERNATIONAL
3550 VINE STREET, SUITE 120
RIVERSIDE, CA 92507
NOTES:
Limits to FS except to GP when in roadway section.
LEGEND 2. Locate 8'' perforated underdrain below bottom level
of welded wire mats.
Limits of structure excavation
3. Maximum spacing of outlet pipes is 200 ft.
Limits of structure backfill
4. At sa ys in profile of underdrain, install outlet
Limits of permeable material pipe or each direction of flow.
2
Note 1
2, /-oil-
rem
to 2
16 / -oil I� �_ 8'' Underdra i n
ROADWAY SECTION WITH ROADWAY SECTION WITH
SLOPING FINISHED SURFACE O � O / O
BASE WIDTH 16 OR GREATER BASE WIDTH LESS THAN 16
LIMITS OF BACKFILL SPECIAL DETAILS
No Scale
RETAINING WALL 680
STANDARD DRAWING O Revised detail STATE OF BRIDGE NO. MECHANICALLY STABILIZED EMBANKMENT
APPROVED BY K. GR/SWELL RELEASED BY F?OBERTO LACALLE DIVISION OF 54 E 0102
FILE W3 -020-6e RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF CALIFORNIA POST MILE
APPROVAL DATE 5-6-08 RELEASE DATE 5-6-08 DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES 13.2 DETAIL NO. 6
DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES CU 08224 DISREGARD PRINTS BEARING REVISION GATES (PRELIMINARY STAGE ONLY) SHEET of
FOR REDUCED PLANS 0 1 2 3 EA 468001 EARLIER REVISION DATES INN 3/ /1 7/ /1 10/ /1 1/ /11 210111 17 20
USERNAME => $USER $REQUEST
w
0
W
0
J
n
LJ
BENCHMARKS:
Horizontal coordinates are CCS NAD -83 (NSRS2007)
Vertical control based on NAVD- 88 ( NGS NAVD88 )
Pt. 1010
N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523
SET MAG NL & FLASH FOR AT 2 3
1
Pt. 5001 "I-10�� LIN
N: 1846561 .879 E: 671 6362.1 30 E I evat i on: 1025.534
SETREBAR �W/''AECP LS 4430'' PLUG 30' +/- SLY OF RAILS,
100'
+/- W LY OF CHERRY 1 ,2 ,3
Pt. 5002 "R3" LINET
N: 1846574.454 E: 671 6783.325 Elevation: 1 027.1 34
SET REBAR W/''AECP LS 4430'' PLUG 30' +/- S'LY OF RAILS,
300' +/- E'LY OF CHERRY
NOTES:
(1 ) Th i s LOTB sheet was prepared i n accordance w i th the Ca I trans So i
and Rock Logging, C I ass i f i cation and Presentation Manual ( June 2007).
(2) 2.4 11 sump I es were taken us i ng a Ca I i forn i s Mod i f i ed Samp I er. o
(3) An automatic trip hammer system consisting of a hammer weight of
140 lbs fa I I i ng a distance of 30'' was used to advance the drive sampler.
(4) Conversion factor from 2.4" Modified Ca I i forn i a Ring Sampler b I owcounts
to Standard Penetration Test (SPT) b I owcounts is 0.5.
+1050
+1040
+1030
+1020
E I . +1017.0 ft
+1010
zo +1000
a
LU
LU
w +990
•:•
+970
+960
+950
•S�
R. Zezof f
DESIGN OVERSIGHT
CD
+I
F-
N-)
+7
N
N
00
QO
Q
Cn A-09-106
Ell
0
A-09-106
EI. +1032.5 ft
SILTY SAND (SM): loose to medium dense, dark yellowish brown, moist, few fine
GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation
5
Dm@(PA@Well-graded GRAVEL with SILT and SAND (GW -GM): dense brown dry, 49% coarse
to fine GRAVEL, 45% coarse to fine SAND, 6% fines, nonplastic, weak cementation
Dm Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, of iv -gray, dry
little coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, nonpIastic,
weak cementat Ion
50/5"11 .41 5 M
ZEF /5 2.4 6 OM
Terminated at El. 986.6 ft
Drilled on 9/23/2009
Hammer Energy Ratio (ER i =75%)
Groundwater not Encountered
During Drilling
SIGN OFF DATE
OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09)
No recovery
No recovery
685 6
685 6
Q
ONI
7
7
..•
0
00
0
�Q
�U0 A-09-108
It
DIST COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No SHEETS
08 SBd 10 12.3/14.1 584 624
02101112 9,oFESS10
REGISTERED CIVIL ENGINEER DATE o e �ql
690 1 2 3 4 ��z
$ 9 S.PIRATHIVIRAJ
3 4 03/29/11 No. C71662rn
2 PLANS APPROVAL DATE
690 Exp .12/31 /13
The State of California or its officers or agents �`
8 A-09-002 8 shall not be responsible for the accuracy or sq CIVIL
®A-09-108 completeness of scanned copies of this plan sheet. T TF OF CALIV" P
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
EARTH MECHANICS, INC.
17660 NEWHOPE STREET, SUITE E
FOUNTAIN VALLEY. CA 92708
PLAN
1 " = 80'
EI. +1056.5 ft
Aspha I t
SILTY SAND with GRAVEL (SM): dense, yellowish brown, moist,
i tt I e f ine GRAVEL, mostlycoarse to f i ne SAND, I i tt I e f Ines,
nonplastic, weak cementaf ion [
Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, o I i ve
gray to olive -brown, dry, I i tt I e coarse to fine GRAVEL, mostly
coarse to fine SAND, few fines, nonplastic, weak cementation
SILTY SAND with GRAVEL (SM): dense, olive -brown, moist, I i tt I e
fine GRAVEL, mostly coarse to fine SAND, little fines,
-,,nonplastic, weak cementation
Poorly graded SAND with GRAVEL (SP): very dense, olive -gray,
dry, 31% coarse to fine GRAVEL, 65% coarse to fine SAND,
-\4% fines, nonpIastic, weak cement i on
Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense
olive -gray, dry, little coarse to fine GRAVEL, mostly coarse
to fine SAND, few fines, nonpIastic, weak cementation
18511.41 7 U Poorly graded SAND with GRAVEL (SP): very dense, olive -gray
moist, little coarse to fine GRAVEL, mostly coarse to fine
Terminated at El. 996.0 ft SAND, trace fines, nonpIastic, weak cementation
Drilled on 9/18/2009
Hammer Energy Ratio (ER i =75%)
Groundwater not Encountered
During Drilling
PROFILE
VERTICAL 1 " = 10'
HORIZONTAL 1 " = 40'
Stationing along '' I-1 0'' Line
"I-10" Line
STA. 693+73±9 79RT±
A-09-002
:8] -\5 Asphalt Concrete
SILTY SAND with GRAVEL (SM): very dense o I i ve, moist, little fine
GRAVEL, mostly , coarse to fine SAND, I It
I e fines, nonpIastic,
MD weak cementat I on + 1 0 5 0
Dm(UW@ becomes dense
+1040
DmSILTY SAND (SM) : dense, olive -brown , moist, few fine GRAVEL,
mostly coarse to fine SAND, little fines, nonplastic, weak
cementat I on
+1030
X8/11
2.4
4U
UW
OM PA
becomes very dense
SILTY SANDwith GRAVEL (SM): dense olive -brown, moist, 17% fine --+1020
GRAVEL 60/ to fine SAND, 2�% fines, I i
13811.41 5
coarse nonp ast c, weak
50/3
2. 4
6
, ::.
OM UW CR
cementation
Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry,
Bulk
7
little coarse to fine GRAVEL, mostly coarse to fine SAND,
6111.4
F-
8
OM
trace fines, nonplastic, weak cementation
,'.'
+1010
M
:.OM
UW
m
ZEF/5 2.4 9
D
150/6"11 .4 10
;'.OM
+1000
0
z
w
50/5
5-711.4112
:.
OM
,
+990
ZEF/6 12.4113
0
w
63 11.4
14
OM
Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense,
+980
olive -brown dry, little coarse to fine GRAVEL, mostly coarse
14212.4115
M UW PA DS
OOOO
� to fine SAND, trace fines, nonplastic, weak cementation
w
�
SANDY lean CLAY (CL): very stiff, dark yellowish brown, moist,
PP
38% fine SAND, 62% fines, low plasticity, PP>4.5 tsf
13711.4116
OM PA
45% medium to fine SAND, 55% fines, I ow plasticity
+970
150/5"12.4117
`;.:
OM
SILTY SAND (SM): very dense, olive -brown, moist, few fine GRAVEL,
mostly coarse to fine SAND, I I tt I e fines, nonpIastic, weak
X0/11
1.4
18
cementation, with lense of CLAYEY SAND at top
w
Poorly graded SAND with GRAVEL (SP): very dense, olive -brown, dry,
+960
Q
little coarse to fine GRAVEL, mostly coarse to fine SAND, trace
C)
17812.4119
` ` :
OM -\f
i nes, nonplastic, weak cementation
SILTY SAND (SM): dense, olive -brown, moist mostly coarse to fine
SAND, little fines, nonplastic, weak cementat i on
Terminated
at
El. 955.0 ft
+950
LU
Dri
l led on
9/17/2009
Hammer
Energy Ratio
(ER i =75%)
o
Groundwater
not Encountered
0 -
During Drilling
LLJ
a
0
686+00 688+00 690+00 692+00
DRAWN BY J. Fang R. Jie PREPARED FOR THE
STATE OF CALIFORNIA S. Pirathiviraj
FIELD INVESTIGATION BY: PROJECT ENGINEER
CHECKED BY L. Cheung DATE: 09/17/09 to 09/23/09 DEPARTMENT OF TRANSPORTATION
ORIGINAL SCALE IN INCHES UNIT: 2232
FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441
FILE => $REQUEST
694+00
BRIDGE NO.
54EO102 RETAINING
POST MILES
13.2 LOG C
DISREGARD PRINTS BEARING
EARLIER REVISION DATES CM1
F TEST
w
WALL 680
BORINGS 1 OF 3Iu
Q
REVISION DATES SHEET OF irz
<o ori �o poi io �i 1 02/01/12 18 1 20 1 Lu'j)
CONTRACT NO.: 08-468004 PROJECT ID: 0800000744
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
finger 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
0.25 to 0.50 Penetrated severa I inches by
and kneading to reach the plastic I i m i t. The
Note: Size in inches.
Top Hole E I .
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 0 C
000 C'
op0< c
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
< 0.25
< 0.25
< 0.12 Easily penetrated several inches
plastic limit.
along sleeve friction
by fist
Soft
0.25 to 0.50
0.25 to 0.50
0.12 to 0.25 Easily penetrated several inches
The thread cannot be rero I I ed after reaching the plastic limit. The lump crumbles
pressure measured
by thumb
Medium Stiff
0.50 to 1.0
0.50 to 1.0
0.25 to 0.50 Penetrated severa I inches by
and kneading to reach the plastic I i m i t. The
thread
High
thumb with moderate effort
formed
without crumbling when drier than
Readily 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
> 4.0
> 4.0
> 2.0 difficulty
C
O
0
U
O
Top Hole EI.
00 00
Blows per 12'' 30 0 0 0 0
(Using 28 Ib hand
hammer with a 12''
Hole I.D.
Ground water
surface
GWS Elev.
drop or as noted) P Date ensured
° 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 7/n01 +n nc)/%-�/n01
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS 0
Top Hole EI.
No count recorded
Pushed
Driving rate in
seconds per 12''
(using a Stanley
MB 156 percussion
hammer and a 2.2"
cone, or as noted)
C
O
4-
U
O
J Hole I.D.
NPC
2 EI
4
6
10
37
17
56
91
58
65
60
43
1137
15180/09
Boring Date 100
DYNAMIC CONE PENETRATION BORING
PREPARED FOR THE
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
S. Pirathiviraj
PROJECT ENGINEER
UNIT: 2232
1 2 3 PROJECT NUMBER & PHASE: 08000007441
FILE => $REQUEST
DIST COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No SHEETS
08 SBd 10 12.3/14.1 585 624
LE02/01 /12 gOFFSSIO
REGISTERED CIVIL ENGINEER DATE 1:) e �4<'
S. PIRATHIVIRAJ
03/29/11u No. C71662 M
PLANS APPROVAL DATE
� �
The State of California or its officers or agents Exp. 12/31/13
shall not be responsible for the accuracy or ST4C I VI L �P
completeness of scanned copies of this plan sheet. TF OF CALIfo
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
EARTH MECHANICS, INC.
17660 NEWHOPE STREET, SUITE E
FOUNTAIN VALLEY. CA 92708
F
C
0
PLASTICITY OF
FINE-GRAINED SOILS
Description
Cr i ter i a
Hole I.D.
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.
along sleeve friction
LU
The thread is easy to roll and not
much time is required to reach the plastic
limit .
Medium
The thread cannot be rero I I ed after reaching the plastic limit. The lump crumbles
pressure measured
when drier than the plastic limit.
It takes considerable time rolling
and kneading to reach the plastic I i m i t. The
thread
High
can be rero I I ed several times after reaching the plastic limit. The lump can be
formed
without crumbling when drier than
the plastic limit .
C
O
0
U
O
Top Hole EI.
00 00
Blows per 12'' 30 0 0 0 0
(Using 28 Ib hand
hammer with a 12''
Hole I.D.
Ground water
surface
GWS Elev.
drop or as noted) P Date ensured
° 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 7/n01 +n nc)/%-�/n01
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS 0
Top Hole EI.
No count recorded
Pushed
Driving rate in
seconds per 12''
(using a Stanley
MB 156 percussion
hammer and a 2.2"
cone, or as noted)
C
O
4-
U
O
J Hole I.D.
NPC
2 EI
4
6
10
37
17
56
91
58
65
60
43
1137
15180/09
Boring Date 100
DYNAMIC CONE PENETRATION BORING
PREPARED FOR THE
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
S. Pirathiviraj
PROJECT ENGINEER
UNIT: 2232
1 2 3 PROJECT NUMBER & PHASE: 08000007441
FILE => $REQUEST
DIST COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No SHEETS
08 SBd 10 12.3/14.1 585 624
LE02/01 /12 gOFFSSIO
REGISTERED CIVIL ENGINEER DATE 1:) e �4<'
S. PIRATHIVIRAJ
03/29/11u No. C71662 M
PLANS APPROVAL DATE
� �
The State of California or its officers or agents Exp. 12/31/13
shall not be responsible for the accuracy or ST4C I VI L �P
completeness of scanned copies of this plan sheet. TF OF CALIfo
SANBAG
1170 W 3RD STREET
SAN BERNARDINO, CA 92410
EARTH MECHANICS, INC.
17660 NEWHOPE STREET, SUITE E
FOUNTAIN VALLEY. CA 92708
F
C
0
I-
Hole I.D.
o
Top Hole EI. �
0
J
Pressure measured
Q_
along sleeve friction
LU
element (34.88 int
Pressure measured
area) divided by
on tip element
pressure measured
(2.33 i n 2 area)
on tip element.
LU
Q
EO
6 4 2 0 10 20 30
Friction Ratio (%) Tip Bearing (MPa)
200 0
Boring DateLU
0
1
n
CONE PENETRATION TEST (CPT) SOUNDING w
a
0
BRIDGE NO. Li
54EO102 RETAINING WALL 680 V)
POST MILES
13.2 LOG OF TEST BORINGS 2 OF 3LU
Q
REVISION DATES SHEET OF z
DISREGARD PRINTS BEARING
EARLIER REVISION DATES CM1 03/08 10 07/ 10 10/ 10 1 / 1 02101112 19 20 �
CONTRACT NO.: 08-468004 PROJECT ID: 0800000744
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
DRAWN BY I J. Fang
CHECKED BY I L. Cheung
R. J ie
FIELD INVESTIGATION BY:
DATE: Oil/17/O01 +n n01/%-�/n01
IN
OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FFORGINAL REDUCEDALE PLANS INCHES I
0
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
S. Pirathiviraj
PROJECT ENGINEER
I I I I UNIT: 2232
1 2 3 PROJECT NUMBER & PHASE: 08000007441
FILE => $REQUEST
DIST COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT No SHEETS
08 SBd 10 12.3/14.1 586 624
02101112 �oVEssjo
REGISTERED CIVIL ENGINEER DATE �o e �ql
S. PIRATHIVIRAJ z
03/29/11No. 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.
17660 NEWHOPE STREET, SUITE E
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.
54EO1 02
POST MILES
13.2 LOG
RETAINING
OF TEST
WALL 680
BORINGS 3 OF
REVISION DATES SHEET
DISREGARD PRINTS BEARING
EARLIER REVISION DATES CM1 103/ 10 07/ 10 10/ 10 1 / 11 02101112 1 1 1 1 1 20
CONTRACT NO.: 08-468004 PROJECT ID: 0800000744
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LU
0
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LU
w
Q
0
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0
LU
I-
0
0-
w
a
0
CL
w
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3 w
Q
OF z
20 w