View
218
Download
0
Category
Preview:
Citation preview
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
DESIGN BRANCH
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:
DESIGN
DETAILS
QUANTITIES
CHECKED
CHECKED
CHECKEDBY
BY
BY
0 1 2 3
FILE => 53e0267-e-piledt.dgn
POST MILE
BRIDGE NO.
SHEET OF
US
ER
NA
ME
=>
s125624
DA
TE
PL
OT
TE
D
=>
28-J
AN-2016
TI
ME
PL
OT
TE
D
=>
12:39
REVISION DATES
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10)
11
completeness of scanned copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
3587
6-27-13 7-24-13
RETAINING WALL VA10453E0267Ruperd Wilson
6 9
William D. Kemp
55730
12/31/16
1.22M. Thach J. Radu
Cipriano Mananasala
Ruperd Wilson
Jaime Ramirez
SECTION A-A
SECTION B-B
2"
LE
NG
TH
FO
R
PA
YM
EN
T
CO
NC
RE
TE
TO
BE
PL
AC
ED I
N
DR
Y
HO
LE
DRIL
LE
D
HO
LE
FIL
LE
D
WIT
H
CO
NC
RE
TE
TOP MATBOTTOM MAT#6 @ 12
#9 @ 6 #9 @ 6
#6 @ 12
25’-2"
18’-2"
7’-0"
#6 HOOPS#10 Tot 12
3"
3"
3’-6" 3"
RWLOL
3’-6"8’-9"
16’-6"
3’-3"
TYPICAL SECTION
REINFORCEMENT
PLAN - FOOTING
NOTE: For H = 22’ only
42" DIA CIDH PILE
3
2
(Typ)
ELEVATION
PILE TIP
25’-2"
18’-2" 7’-0"
CI
DH
PIL
E
LE
NG
TH
FO
R
PA
YM
EN
T
Elev
TIP
2
#6 @ 12 Typ
Typ
470
PILE DATA TABLE
PILE TYPENOMINAL RESISTANCE (kps)
CIDH
42-inch0
ELEVATIONS, (ft)
DESIGN TIP
TUBES, Tot 3ea
INSPECTION
2" PIPE
3" Typ
Typ
Typ
1
R=9" Min
R=9" Min#6 @ 12
#9 @ 6
#9 @ 6
2
Typ
6
2’-0"
2’-0"
3
REINFORCEMENT, Typ
TO BOTTOM
6" CLEAR
See Footing Reinforcement Plan
see RSP B3-1A, case 1
For stem reinf & Ftg, reinf is not shown
TYPE 1 (CASE 1)" similar Reinf.
Standard Plan RSP B3-1A "RETAINING WALL
Reinforcement shown shall be used in lieu of
"PILE LAYOUT" sheet
See pile Layout for pile locations
Bottom mat may be shifted to clear pile reinf
42" Dia CIDH PILE
Use #6 Hoops @ 6 OC
6
5
4
3
2
1
Typ
#6 @ 12
3
Min
R=10�"
2’-0"
3’-0"
#6
HO
OP
S
@ 12"
OC
locations of inspections (TYP)
7 Min 8�" clear spacing at Typical 42" Dia Pile Elevation
FOR H=16’, H=18’, H=20’
LOCATION
WALL NO.
12+43
10+00 to
LOL Sta
VA104
ELEVATION, (ft)
SPECIFIED TIP
+9
COMPRESION TENSION
NOTES:
PILE AND FOOTING DETAILS
(a)
+48.0 (c)
+9.0 (a)
3. The CIDH specified tip elevation shall not be raised.
design tip elevations for tension load and tolerable settlement.
2. specificied tip elevation for driven piles shall not be raised above the
(c) Settlement (d) Lateral
1. Design tip elevations are controlled by: (a) Compression, (b) Tension,
3-18-15
0715000160-1 07-2159u4
1" = 1’-0" �" = 1’-0"
�" = 1’-0"�" = 1’-0"
�" = 1’-0"
Notes:
07 LA,Ora 544.3/44.4
0.0/1.5, 16221601
1-25-16
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
DESIGN BRANCH
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:
DESIGN
DETAILS
QUANTITIES
CHECKED
CHECKED
CHECKEDBY
BY
BY
0 1 2 3
FILE => 53e0267-f-arch1.dgn
POST MILE
BRIDGE NO.
SHEET OF
US
ER
NA
ME
=>
s125624
DA
TE
PL
OT
TE
D
=>
28-J
AN-2016
TI
ME
PL
OT
TE
D
=>
12:39
REVISION DATES
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10)
11ARCHITECTURAL TREATMENT DETAILS
7-17-12
3587
150^
NO SCALE
2"
RW LOL
DETAIL C
53E0267
Beg RETAINING WALL
SIGN PEDESTAL
SPLIT SLATE TEXTURE, Typ
NO SCALE
SECTION B-B
NO SCALE
SECTION C-C
Beg BARRIER
LIMIT OF APPROACH SLAB
TOP OF RETAINING WALL, Typ
TOP OF BARRIER, Typ
TOP OF ARCHITECTURAL TREATMENT
PARTIAL ELEVATION - ARCHITECTURAL TREATMENT
"VALLEY VIEW AVE OC/OH (REPLACEMENT)"
TEXTURE, Typ
SPLIT SLATE
SURFACE, Typ
SMOOTH Conc
JOIN Abut 11, FOR CONTINUATION, SEE
JOIN RETAINING WALL,
FOR CONTINUATION,
SEE "RW NF65" PLANS
End RETAINING WALL & BARRIERJOIN BARRIER,
SEE BRIDGE PLANS
TEXTURE, Typ
SPLIT SLATE
TEXTURE, Typ
SPLIT SLATE
DETAILS" SHEET
SEE "BARRIER MOTIF
TOP OF BARRIER, Typ
SURFACE, Typ
SMOOTH Conc
RW LOL
RW LOL
1’-6"
1’-6"
1’-0"
BRIDGE PLANS, BR. NO. 53-3045
SEE "DETAIL C"
SEE "DETAIL C"
B
B
C
C
7 9
Approx FG Approx FG
TREATMENT AND MOTIF
Bot OF ARCHITECTURAL
TREATMENT AND MOTIF
Bot OF ARCHITECTURAL
RW LOL Sta 10+00.00
RW LOL Sta 12+43.00
209’-11"26’-10�" 6’-2�"
Bot OF ARCHITECTURAL TREATMENT
Approx FG
William D. Kemp
55730
12/31/16
SURFACE, Typ
SMOOTH Conc
Abut STUBWALL
SECTION A-A
A
A
RW LOL
APPROACH, Typ
TOP OF STRUCTURE
SURFACE, Typ
SMOOTH Conc
SEE "DETAIL C"
Approx FG
1.22
7-24-13
Jaime Ramirez
Ruperd Wilson
M. Thach J. Radu
Cipriano Mananasala
Ruperd Wilson
RETAINING WALL VA104
NO SCALE
SPLIT SLATE TEXTURE
DD
RE
LIE
F
SPLIT SLATE TEXTURE
1"
Max
RE
LIE
F
�"
MI
N
NO SCALE
SECTION D-D
of Wall details are from RWLOL, Typ
Note: All reference to Surface Dimensions
6-10-134-25-13
NO SCALE
TREATMENT
ARCHITECTURAL
TOP OF
19’-1"–
3-18-15
0715000160-1 07-2159u4
�" = 1’-0"
07 LA,Ora 544.3/44.4
0.0/1.5, 16221602
1-25-16
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
DESIGN BRANCH
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:
DESIGN
DETAILS
QUANTITIES
CHECKED
CHECKED
CHECKEDBY
BY
BY
0 1 2 3
FILE => 53e0267-g-arch2.dgn
POST MILE
BRIDGE NO.
SHEET OF
US
ER
NA
ME
=>
s125624
DA
TE
PL
OT
TE
D
=>
28-J
AN-2016
TI
ME
PL
OT
TE
D
=>
12:39
REVISION DATES
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10)
11BARRIER MOTIF DETAILS
6-5-12 8 9
WILLIAM D. KEMP
55730
12/31/16
3587
Herman Mauroschadt
NO SCALE
DETAIL C
TOP OF WALL
�"
1�
"
A
A
B
B
1�
"
1’-2"
6"
3"
8"
1’-8" 1’-8"
3’-4"
R = 1’-
8�
"
R = 5"
R = 1’-
8�
"
SEE "DETAIL C"
MOTIFBARRIER
1’-2"
6"
11"
2"
4"
1�
"
SECTION A-A
1�" = 1’-0"
SEE "DETAIL C"
MOTIFBARRIER
1’-2"
9"
3"
4"
1�
"
SECTION B-B
1�" = 1’-0"
1" = 1’-0"
4"
TEXTUREGRANITEFRACTURED
� BARRIER MOTIF
PARTIAL ELEVATION - BARRIER MOTIF
RETAINING WALL No. VA10453E0267
TYPE 26 MODConc BARRIER
TYPE 26 MODConc BARRIER
Typ15^ BEVEL
Typ15^ BEVEL
TYPE 26 (MOD)Conc BARRIER
TypConc,SMOOTH
TEXTURE, Typ
GRANITE
FRACTURED
TEXTURE, TypGRANITEFRACTURED
1.22
RW LOL
3-28-13
Conc BARRIER
FACE OF
4-25-13
M. Thach J. Radu
I. Tasabia H. J. Chavez
H. J. Chavez
3-18-15
0715000160-1 07-2159u4
07 LA,Ora 544.3/44.4
0.0/1.5, 16221603
1-25-16
PROFILE VIEW
HORIZONTAL SCALE 1"=20’
VERTICAL SCALE 1"=10’
2 3 4 65 6 7 8 9 70
TO SANTA ANA
TO LOS ANGELES
160
PLAN
SCALE 1"=100’
"V
AL" LI
NE
EJ.JEON RETAINING WALL NO. VA104
4.9
R-09-220
100
RW
No.
VA104
1
66+00 67+00 68+00 69+00 70+00
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
05/20/15
MICHAEL G. SMITH
2229
EGOTE
LACINHC
SANTA ANA, CA 92705
2020 EAST FIRST STREET, SUITE 400
URS CORPORATION
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
1.22
RTE 5 (NEW)CL
and 0.55, respectively.
fine-grain and coarse-grain soils have been 0.8
3-2.5" to 1.4" blow counts conversion factors for
Cone Penetration Testings.
subsurface material for exploratory borings and
hand-auger was used to remove top 5 to 10 feet of
2-For protection of underground utility lines,
& Presentation Manual (2010 Edition).
the Caltrans Soil & Rock Logging, Classification,
1-This LOTB sheet was prepared in accordance with
BENCH MARK
100+00.0 "VAL" LINE
63+20.1 RTE 5 (NEW)
DATUM NAVD88
EASTING 1997613.893
NORTHING 542395.636
FIRESTONE BLVD 0.2 MI SE OF VALLEY VIEW
LOCATED 90’ N OF THE SOUTH SIDE
FLUSH, STAMPED "LA-5-1.0, 1995"
FD 2-1/2 CADT DISK IN CONC. CURB
ELEVATION 65.915 FT
GPS 0887
1
2
4
105
6
65+00
Elevati
on, feet
30
40
50
20
10
0
60
-40
-50
-30
-20
-10
30
40
50
20
10
0
60
Elevati
on, feet
70
80
-10
-20
-30
-40
-50
R-09-220
7/01/09Terminated at Elev -43.1’
ASPHALT CONCRETE (6") over CEMENT TREATED BASE (10") and AGGREGATE BASE (8").
-little fine GRAVEL.
78.4’ 4.9
PA
MPI
MPA
M
PIC
M
PAUU
PA
MPAPI
MPAPI
UUPI
M
M
MPA
C
M
PI
MPA
CR
MPA
PI
MPI
M
C
MPA
PAUUPI
UUPIC
PI
MPA
79
52
43
14
P
95
47
49
83
P
97
74
4
6
P
16
45
52
P
29
P
13
P
16
1.4
1.4
1.4
1.4
2.5
1.4
1.4
1.4
1.4
2.5
2.5
1.4
1.4
1.4
2.5
1.4
1.4
1.4
2.5
1.4
2.5
1.4
2.5
1.4
fines; few subrounded, fine GRAVEL.CLAYEY SAND (SC); very dense; olive; wet; mostly medium and coarse SAND; little
mostly fine and medium SAND; little fines; trace fine GRAVEL; trace asphalt bits.CLAYEY SAND (SC); very dense; mottled light olive brown, black and white; moist;
CR
UW CR
DS
CR
UW
UW
M
UW
UW
UW
UW
RT
E 5 (
NE
W)
Sta 65
+21.3
223.4’
Rt
GWS
06/04/2012
Elev 46.2’
fine SAND; trace asphalt bits; PP=3.5 tsf.SANDY lean CLAY(CL); very stiff; mottled olive brown and black; moist; little
CLAYEY SAND (SC); medium dense; olive; moist; mostly fine SAND; some fines.
-dark yellowish brown; little SAND.
and medium SAND; few fines.Poorly-graded SAND with SILT (SP-SM); very dense; light olive brown; wet; fine
Fat CLAY (CH); stiff; mottled dark olive gray and black; moist; PP=1.7 tsf.
trace fines; trace fine GRAVEL.Poorly-graded SAND (SP); medium dense; light olive brown; wet; medium SAND;
C LSAND; trace rootlets; PP=1.5 tsf; (FILL).SANDY lean CLAY (CL); stiff; light olive brown; moist; some fine and medium
subrounded GRAVEL; PP<0.2 tsf; (ALLUVIUM).SILTY CLAY with GRAVEL (CL-ML); very soft; dark olive gray; moist; little
Lean CLAY (CL); stiff; very dark gray; wet; PP=1.5 tsf.
Fat CLAY (CH); stiff; dark greenish gray; wet; few fine SAND; PP=1.5 tsf.
SAND; PP=2.0 tsf.SANDY lean CLAY (CL); very stiff; mottled olive gray and white; wet; some fine
SILTY CLAY (CL-ML); soft; olive brown; wet; few fine SAND; PP=0.5 tsf.
PP=3.0 tsf.Lean CLAY with SAND (CL); very stiff; olive brown; wet; little fine SAND;
SILTY SAND to SANDY SILT (SM/ML); very dense/hard; olive brown; wet.
some fines.CLAYEY SAND (SC); very dense; olive gray; wet; mostly fine and medium SAND;
little fines.SILTY SAND (SM); very dense; olive gray; wet; mostly fine and medium SAND;
PP>4.0 tsf.SANDY lean CLAY (CL); hard; olive brown; wet; some fine and medium SAND;
SILT (ML); stiff; olive brown; wet; trace fine SAND; PP=2.0 tsf.
-hard; brown; little fine SAND; PP>4.0 tsf.
-very stiff; yellowish brown; PP=2.0 tsf.
"VAL" Line
60.00’ Rt Sta 103+01.76
Begin RW VA104
"VAL" Line
Sta 105+58.58
60.00’ Rt
END RW VA104
70
5/12/15
DA
TE
PL
OT
TE
D
=>
28-J
AN-2016
TI
ME
PL
OT
TE
D
=>
12:39
DEPARTMENT OF TRANSPORTATION
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS0 1 2 3
FILE => 53e0267-h-lotb.dgn
BRIDGE NO.
POST MILES
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES SHEET OF
US
ER
NA
ME
=>
s125624
UNIT:
PROJECT NUMBER & PHASE:
PREPARED FOR THE
STATE OF CALIFORNIAM.G. SMITH
PROJECT ENGINEER
F.MOTAMED
DESIGN OVERSIGHT
SIGN OFF DATE
DRAWN BY
CHECKED BY
FIELD INVESTIGATION BY:
DATE:
GS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 03/14/12)
CONTRACT NO.: 07-2159U4
A.GHAZINOOR/L.KHALKHALI
3658
07150001601
LOG OF TEST BORINGS SHEET 1 OF 105/20/1507/01/09
T.PANAH
03/31/16
53E0267
9 9
07 LA,Ora 544.3/44.4
0.0/1.5,16221604
1-25-16
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
DESIGN BRANCH
UNIT:
PROJECT NUMBER & PHASE:
DESIGN ENGINEER
DESIGN
DETAILS
QUANTITIES
LAYOUT
SPECIFICATIONS
BY
BY
BY CHECKED
CHECKED
CHECKED
BY
BY
FACTOR DESIGN
LOAD & RESISTANCE
PLANS AND SPECS
COMPARED
CHECKED
BRIDGE NO.
POST MILE
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
PERMIT DESIGN VEHICLE
LIVE LOADING: HL93 W/"LOW-BOY";
0 1 2 3
rwva107-a-gp.dgnFILE =>
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
28-J
AN-2016
s125624
US
ER
NA
ME
=>
RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
SHEET OF
CONTRACT NO.:
REVISION DATES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
STRUCTURES DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.09-01-10)
3587
11
Yeo Yoon RETAINING WALL VA107Anthony Valdez
107+20 +40
PLAN
RW LOL
DESIGN "H"
LENGTH
12’-0"
BARRIER
TOP OF
WALL
TOP OF
Elev 61.00
DATUM Elev 50.00
10+00 +20 +40
Elev 70.25
End WALL
GENERAL PLAN
RW VA107
Sta 107+20.71
61.412’ LT "VAL" LINE
"VAL" LINE
+60 +80
Sta 107+69.15
59.593’ Lt "VAL" LINE
Elev 62.17
Elev 70.59
Sta 10+40.00
8’-0"
Elev 71.42
Sta 10+20.00
Ftg STEP
B0-3
3-4
B0-3
3-1
PLANE
WEAKENED B0-3
3-2
ARCHITECTURAL TREATMENT
N 1̂ 33’28" E
"ROAD PLANS"
CURB SEE,
SHEET
WALL DETAILS"
"RETAINING
DRAIN, SEE
GEOCOMPOSITE
DE
SI
GN "
H"
LINE
"VAL"
RW LOL
6’-0"1-5�"
PLANS"
SEE "ROAD
Approx FG
B11-51
B11-54
B3-5
6-5-13 6-10-13
1
10-19-11
William D. Kemp
55730
12-31-16
24’-5�"24’-0"
2
1
For location of Sign, see "ROAD PLANS"
10+41.95 and Sta 10+48.47, see "ROAD PLANS"
Transition to Depressed Sidewalk between Sta
"RW DW109" PLANS
FOR CONTINUATION, SEE
MIRRORED ELEVATION
48’-5�" MEASURED ALONG RW LOL
N 0^35’35.9" W
SHEET NO. TITLE
STANDARD PLAN SHEET NO.
DETAIL No.
RSP
RW DW109
RW LOL Sta 10+48.47 =
End WALL
B3-1A
TYPE 1 (CASE 1)
Ret WALL
NO SCALE
NOTE:
1 6
RSP
TYPE 26A Mod
BARRIER
Conc
Var
Var
RW LOL Sta 10+00.0 =
Beg WALL
Typ
Exp Jt,
Elev 72.24
Beg WALL
"RW70" PLANS
FOR CONTINUATION, SEE
TYPICAL SECTION
INDEX TO PLANS
Typ
WH,
1.29
3-21-13
A62B LIMITS OF PAYMENT FOR EXCAVATION
AND BACKFILL- BRIDGE SURCHARGE AND WALL
BO-3 BRIDGE DETAILS
B11-54 CONCRETE BARRIER TYPE 26
B3-5 RETAINING WALL DETAILS NO. 1
B11-51 TUBULAR HAND RAILING
RSP
RSP
B3-1A RETAINING WALL TYPE 1 (CASE 1)
STANDARD PLANS 2010
A10C LINES AND SYMBOLS (SHEET 1 OF 3)
A10D LINES AND SYMBOLS (SHEET 2 OF 3)
A10E LINES AND SYMBOLS (SHEET 3 OF 3)
A10A ABBREVIATIONS (SHEET 1 OF 2)
A10B ABBREVIATIONS (SHEET 2 OF 2)
A10H LEGEND - ROCK
G. Reyes-Gutierrez
Yeo Yoon Cipriano Manansala
Kamal Chonkria
Cipriano Manansala
Cipriano Manansala
TOP OF WALL
6
5
4
3
2
1
LOG OF TEST BORINGS SHEET 1 OF 1
LIMITS OF EXCAVATION AND BACKFILL
ARCHITECTURAL TREATMENT DETAILS
SIGN PEDESTAL DETAILS
RETAINING WALL DETAILS
GENERAL PLAN
Approx OG = Approx FG
SEE "STEM & Ftg CORNER DETAIL"
10+00+20
+40
PEDESTAL FOR SIGN 10B2
ARCHITECTURAL TREATMENT
ARCHITECTURAL TREATMENT
RW LOL Sta 10+11.25=
62.24’ Lt "VAL" LINE
Sta 107+32.00
� SIGN
� SIGN PEDESTAL
3-18-15
Xiahong Li Xiahong Li
Ramin Rashedi 3-18-15
CONCRETE BARRIER (TYPE 26 MODIFIED) 49 LF
TUBULAR HANDRAILING (MODIFIED) 49 LF
BAR REINFORCING STEEL (RETAINING WALL) 5,340 LB
ARCHITECTURAL TREATMENT (SPLIT SLATE) 340 SQFT
STRUCTURAL CONCRETE, RETAINING WALL 41 CY
STRUCTURE BACKFILL (RETAINING WALL) 228 CY
STRUCTURE EXCAVATION (RETAINING WALL) 265 CY
QUANTITIES
(MODIFIED)
HANDRAILING
TUBULAR
TOP OF
(MODIFIED)
HANDRAILING
TUBULAR
0715000160-1 07-2159u4
1" = 5’-0"
1" = 5’-0"
RSP
RSP
RSP
07 5LA,Ora 162244.3/44.4
0.0/1.5,
RSP A10F LEGEND - SOIL (SHEET 1 OF 2)
RSP A10G LEGEND - SOIL (SHEET 2 OF 2)
1605
1-25-16
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
DESIGN BRANCH
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:
DESIGN
DETAILS
QUANTITIES
CHECKED
CHECKED
CHECKEDBY
BY
BY
0 1 2 3
FILE => rwva107-c-retdt.dgn
POST MILE
BRIDGE NO.
SHEET OF
US
ER
NA
ME
=>
s125624
DA
TE
PL
OT
TE
D
=>
28-J
AN-2016
TI
ME
PL
OT
TE
D
=>
12:39
REVISION DATES
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10)
11
A.
B.
C.
pipe as applicable.
Connect the low end of plastic pipe to the main outlet
NO SCALE
3"
-2%
3"
K K
Min
DRAIN
GEOCOMPOSITE
RETAINING WALL
ABUTMENT OR
BACKFACE OF
DRAIN
GEOCOMPOSITE
SEE NOTE B
CAP-Typ
WRAP AROUND
FILTER FABRIC
DRAIN
GEOCOMPOSITE
BOND TO
TOWARD WALL
LEVEL OR SLOPED
PERMEABLE BASE
CEMENT TREATED
CUT HOLE FOR 3" PIPE
BOND 6" TO WALL.
3"
Min
SEE NOTE B
PLASTIC PIPE.
3" SLOTTED
PLASTIC PIPE
3" UNSLOTTED
3’-0"
1’-0"
1’-0"
connection at each 4" Ø drain.
wall or abutment. Cap ends of pipe. Provide "Tee"
3" Ø slotted plastic pipe continuous behind retaining
Geocomposite drain, cement treated permeable base, and
wall drains shall be located 3" – above finished grade.
under the sidewalk to discharge through curb face. Exposed
or curbs, provide 4" Ø cast iron or asbestos cement pipe
Type 4 retaining walls). For walls adjacent to sidewalks
center to center (9’-0" c-c for Type 3 and 9’-2" c-c for
4" Ø drains at intermediate sag points and at 25’-0"
SHEET
POLYETHYLENE
NOTE A
SEE
NOTE B
SEE
Yeo Yoon RETAINING WALL VA107
0715000160-1
3587
8-23-11
Anthony Valdez
No Scale
STEM CORNER DETAIL
RW VA107
RETAINING WALL DETAILS
4’-0"
4’-0"
#5 @ 16" Vert
Reinf
Ret WALL
Reinf
Ret WALL
2" Clr
6-10-13
William D. Kemp
55730
12-31-16
NO SCALE
Ftg Reinf
TOP AND BOTTOM
LIM
ITS
OF
PA
YM
EN
T
FO
R
RW
VA
10
7
Ftg Reinf
TOP AND BOTTOM
RW LOL
LIM
ITS
OF
PA
YM
EN
T
FO
R
RW
VA
10
7
INTO Ftg
EXTEND 1’-0"
#5 Tot 4
FG
DETAIL "D"
DETAIL "E"
4" Ø DRAIN
TEE CONNECTION
NOTES:
2 6
TOP AND BOTTOM
DIAGONAL Ftg Reinf
#5 @ 6" Tot 16
FTG CORNER DETAIL
DETAIL "D"
WALL SECTION SECTION K-K
DETAIL "E"
WEEP HOLE AND GEOCOMPOSITE DRAIN
3-29-13
1.29G. Reyes-Gutierrez
5-20-13
Cipriano Manansala
Cipriano Manansala
Kamal Chonkria
3-18-15
1�
"2’-3"
4"
5’-4"
1’-2"
B11-54
11
6"
3’-0�
"
1’-5"
HAND RAIL
TUBULAR
CONCRETE BARRIER TYPE 26A MOD
Note: For details not shown see
� ELECTROLIER
� PARAPET=
� POST POCKET =
� TUBULAR POST =
NO SCALE
#5 @ 18
#6 @ 8
2’-10"
1’-3"
#5 @ 16
6’-6"
TOP OF WALL
1’-0"
1
1
CONST JT
TOP OF SIDEWALK
SECTION A-A
NO SCALE
BARRIER TRANSITION DETAIL
1’-0"
ARCHITECTURAL TREATMENT NOT SHOWN
NOTE:
BATTERED FACE
SHOWN. MATCH TYPE 736A
26A Mod AT END AS
EXTEND BARRIER TYPE
A
VARIES
CONST JT
A
TO THE END OF RETAINING WALL CORNERCURB RAMP CONSTRUCTION JOINTAPPLY DETAIL FROM THE BEGINNING OF
Mod BARRIER
RW VA107 TYPE 26A
736A BARRIER
RW DW109 TYPE
SIDEWALK, SEE "ROAD PLANS"
CURB RAMP TO DEPRESSED
SEE NOTE 2
HA
UN
CH
NOTES:
2.
1.
MATCH BARRIER RAIL WIDTHHAUNCH WIDTH MUST
07-2159u4
�" = 1’-0" RSP
07 5LA,Ora 162244.3/44.4
0.0/1.5,1606
1-25-16
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
DESIGN BRANCH
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:
DESIGN
DETAILS
QUANTITIES
CHECKED
CHECKED
CHECKEDBY
BY
BY
0 1 2 3
FILE => rwva107-d-sign.dgn
POST MILE
BRIDGE NO.
SHEET OF
US
ER
NA
ME
=>
s125624
DA
TE
PL
OT
TE
D
=>
28-J
AN-2016
TI
ME
PL
OT
TE
D
=>
12:39
REVISION DATES
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10)
11
Yeo Yoon RETAINING WALL VA107
3587
RW VA107
William D. Kemp
55730
12-31-16
Pauline Tong
12-13-11
RW LOL
A A
ELEVATION
SECTION A-A
#5
PEDESTAL
� SIGN
RW LOL
Notes:
Reinf
Ret WALL
Typ
2’-6"
NO SCALE
NO SCALE
2’-0"
#10 Tot 8
3
SIGN PEDESTAL DETAILS
#5 @ 6
#5 @ 61
2
6
#10
2’-0"
2’-0"
2’-0"
2’-0"
SEE "ROAD PLANS"
Retaining Wall.
construction Joint between Pedestal and
with Retaining Wall Conc. There shall be no
3. Conc for Pedestal shall be poured simultaneously
SIGN 10B
POST TYPE 8 NPS
FOR DETAILS,
2’-0"
6-10-13
Reinf
be adjusted to clear Retaining Wall
2. Vertical reinforcement on pedestal can
and Barrier Reinf shown
otherwise specified. Not all retaining wall
"RETAINING WALL TYPE 1 (CASE 1)" plan unless
1. Reinf shown is in addition to
Cipriano Manansala
Cipriano Manansala
Kamal ChankriaG. Reyes-Gutierrez
6-11-13
2’-6"
3" Clr
3-18-15
1.29
0715000160-1 07-2159u4
07 5LA,Ora 162244.3/44.4
0.0/1.5,1607
1-25-16
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
DESIGN BRANCH
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:
DESIGN
DETAILS
QUANTITIES
CHECKED
CHECKED
CHECKEDBY
BY
BY
0 1 2 3
FILE => rwva107-e-arch.dgn
POST MILE
BRIDGE NO.
SHEET OF
US
ER
NA
ME
=>
s125624
DA
TE
PL
OT
TE
D
=>
28-J
AN-2016
TI
ME
PL
OT
TE
D
=>
12:39
REVISION DATES
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10)
11RETAINING WALL VA107
3587
RW VA107
William D. Kemp
55730
12-31-16
3-21-13 1-23-13 4-25-12
ARCHITECTURAL TREATMENT DETAILSJaime Ramirez
SECTION B-B
2"
DETAIL A
RW LOL
RW LOL
4
B
B
1’-2"
6"
11"
1’-2"
9"
4"
4"
2"
SEE ’DETAIL B’
3"
4"
DETAIL BNo Scale
TOP OF WALL
R=1’-
8�
" R=5"
R=1’-
8�
"
1’-2"
6"
8"
3"
1’-8"1’-8"
3’-4"
C
C
D
D
�"
NO SCALE
BARRIER
MOTIF
15^ BEVEL
15^ BEVEL
BARRIER
MOTIF
NO SCALE
NO SCALE
� OF BARRIER MOTIF
TYPE 26A Mod
FRACTURED
GRANITE
TEXTURE
SMOOTH
H. Javier Chavez Issac Tasabia
Issac Tasabia
6
SECTION C-C
SECTION D-D
ELEVATION - BARRIER MOTIF
End WALL
"RW DW109" PLANS
FOR CONTINUATION, SEE
1�
"
Conc BARRIER
Conc,
SURFACE, Typ
SMOOTH Conc
TEXTURE, Typ
SPLIT SLATE
Approx FG
TEXTURE, Typ
SPLIT SLATE
TOP OF BARRIER, Typ
SEE ’DETAIL A’
1�
"1�
"
Typ
Typ
Approx FG
Beg WALL
TOP OF Ret WALL, Typ
TREATMENT, Typ
TOP OF ARCHITECTURAL
TREATMENT, Typ
Bot OF ARCHITECTURAL
Typ1�
"
1’-0"
1’-6"
"RW70" PLANS
FOR CONTINUATION, SEE
TREATMENT
ARCHITECTURAL
BOTTOM OF
TEXTURE (Typ)GRANITEFRACTURED
TEXTURE, Typ
SPLIT SLATE
NO SCALE
NO SCALENO SCALE
TYPE 26A Mod
BARRIER
Conc
SEE ’DETAIL B’
TYPE 26A Mod
BARRIER
Conc
TEXTURE, TypGRANITEFRACTURED
APPROACH, Typ
TOP OF STRUCTURE
measured from RWLOL, Typical.
All Surface Relief and Texture shall be
Note:
1.29G. Reyes-Gutierrez Kamal Chonkria
RE
LIE
F
1"
Max
RE
LIE
F
�"
MI
N
NO SCALE
SECTION H-H
TOP OF BARRIER, Typ
TEXTURE
SLATE
SPLIT
NO SCALE
SPLIT SLATE TEXTURE
HH
MIRRORED ARCHITECTURAL TREATMENT
3-18-15
150^
0715000160-1 07-2159u4
07 5LA,Ora 162244.3/44.4
0.0/1.5,1608
1-25-16
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
DESIGN BRANCH
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:
DESIGN
DETAILS
QUANTITIES
CHECKED
CHECKED
CHECKEDBY
BY
BY
0 1 2 3
FILE => rwva107-f-exc.dgn
POST MILE
BRIDGE NO.
SHEET
US
ER
NA
ME
=>
s125624
DA
TE
PL
OT
TE
D
=>
28-J
AN-2016
TI
ME
PL
OT
TE
D
=>
12:39
REVISION DATES
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10) 3587
11Jaime Ramirez
4-25-130715000160-1
RW VA107
William D. Kemp
55730
12/31/16
5 6
1.29
LIMITS OF EXCAVATION AND BACKFILL
5-20-13
G. Reyes-Gutierrez
NO SCALE
EMBANKMENT SURCHARGE
"ROAD PLANS"SURCHARGE, SEE
GP
VA
RIE
S
GP
RW VA107
STRUCTURE EXCAVATION
ROADWAY EXCAVATION
STRUCTURE BACKFILL
LEGEND:
GP - PLANNED GRADING PLANE
GP
GP
GP
GP
3’-0"
3’-0" 3’-0"
3’-0"
3’-0" 3’-0"
NO SCALE
LIMITS OF EXCAVATION AND BACKFILL
EXCAVATION BACKFILL
RETAINING WALL VA107
OF
SEE "ROAD PLANS"TOP OF SURCHARGE
Yeo Yoon
FINISH SURFACE
Kamal Chonkria
Cipriano Manansala
Cipriano Manansala
3-18-15
07-2159u4
07 5LA,Ora 162244.3/44.4
0.0/1.5,1609
1-25-16
60
70
50
40
30
20
10
Elevati
on, feet
10
20
60
70
50
40
30
PROFILE VIEW
HORIZONTAL SCALE 1"=20’
VERTICAL SCALE 1"=10’
Elevati
on, feet
0 0
2 3 4 65 6 7 8 9 70
TO SANTA ANA
TO LOS ANGELES
160
4.9
R-09-222
EJ.JEON
PLAN
SCALE 1"=100’
"V
AL" LI
NE
RW
NO.
VA107
RETAINING WALL NO. VA107
100
67+00 68+00 69+00 70+00 71+00
RTE 5 (NEW)CL
and 0.55, respectively.
fine-grain and coarse-grain soils have been 0.8
3-2.5" to 1.4" blow counts conversion factors for
Cone Penetration Testings.
subsurface material for exploratory borings and
hand-auger was used to remove top 5 to 10 feet of
2-For protection of underground utility lines,
& Presentation Manual (2010 Edition).
the Caltrans Soil & Rock Logging, Classification,
1-This LOTB sheet was prepared in accordance with
BENCH MARKDIST COUNTY ROUTE
TOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
05/20/15
MICHAEL G. SMITH
2229
EGOTE
LACINHC
SANTA ANA, CA 92705
2020 EAST FIRST STREET, SUITE 400
URS CORPORATION
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
1.29
1
100+00.0 "VAL" LINE
63+20.1 RTE 5 (NEW)
DATUM NAVD88
EASTING 1997613.893
NORTHING 542395.636
FIRESTONE BLVD 0.2 MI SE OF VALLEY VIEW
LOCATED 90’ N OF THE SOUTH SIDE
FLUSH, STAMPED "LA-5-1.0, 1995"
FD 2-1/2 CADT DISK IN CONC. CURB
ELEVATION 65.915 FT
GPS 0887
1
2
3
4
105
6
7
66+00
R-09-222
Terminated at Elev 12.7’06-28-09
ASPHALT CONCRETE (6") over AGGREGATE BASE (8").
-very stiff; PP=2.5 tsf.
64.2’ 4.9
3
P
P
P
16
P
13
16
11
P
1.4
2.5
2.5
2.5
1.4
2.5
1.4
1.4
1.4
2.5 MPIC
MUCPI
MUU
M
MUUPI
SAND; PP=0.05 tsf.SANDY SILT (ML); very soft; dark greenish gray; moist; little fine
UW
UW
UW
UW
UW
SILT (ML); very soft; dark greenish gray; moist; PP=0.05 tsf.
SILT (ML); very stiff; olive brown; moist; PP=2.5 tsf.
RT
E 5 (
NE
W)
Sta 67
+85.1
626.2’
Rt
SILTY SAND (SM); medium dense; olive; dry; fine SAND; (ALLUVIUM).
-yellowish brown.
some fines.CLAYEY SAND (SC); medium dense; yellowish brown; moist; fine SAND;
C LCLAYEY SAND (SC); dry; (FILL).
PP=2.0 tsf.Lean CLAY (CL); very stiff; olive brown; moist; trace rootlets;
PP=1.5 tsf.Lean CLAY with SAND (CL); stiff; olive gray; moist; little SAND;
-very stiff; PP=2.0 tsf.
-hard; some fine SAND; PP>4.0 tsf.
"VAL" Line61.412’ Lt Sta 107+20.71
Begin RW VA107
End RW VA107
"VAL" Line59.593’ Lt Sta 107+69.15
Groundwater was not encountered.
72+00
5/12/15
DA
TE
PL
OT
TE
D
=>
28-J
AN-2016
TI
ME
PL
OT
TE
D
=>
12:39
DEPARTMENT OF TRANSPORTATION
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS0 1 2 3
FILE => rwva107-g-lotb.dgn
BRIDGE NO.
POST MILES
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES SHEET OF
US
ER
NA
ME
=>
s125624
UNIT:
PROJECT NUMBER & PHASE:
PREPARED FOR THE
STATE OF CALIFORNIAM.G. SMITH
PROJECT ENGINEER
F.MOTAMED
DESIGN OVERSIGHT
SIGN OFF DATE
DRAWN BY
CHECKED BY
FIELD INVESTIGATION BY:
DATE:
GS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 03/14/12)
CONTRACT NO.: 07-2159U4
A.GHAZINOOR/L.KHALKHALI
3658
07150001601
LOG OF TEST BORINGS SHEET 1 OF 105/20/1506/28/09
T.PANAH
03/31/16
RW VA107
6 6
07 LA,Ora 544.3/44.4
0.0/1.5,16221610
1-25-16
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
DESIGN BRANCH
UNIT:
PROJECT NUMBER & PHASE:
DESIGN ENGINEER
DESIGN
DETAILS
QUANTITIES
LAYOUT
SPECIFICATIONS
BY
BY
BY CHECKED
CHECKED
CHECKED
BY
BY
FACTOR DESIGN
LOAD & RESISTANCE
PLANS AND SPECS
COMPARED
CHECKED
BRIDGE NO.
POST MILE
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
PERMIT DESIGN VEHICLE
LIVE LOADING: HL93 W/"LOW-BOY";
0 1 2 3
rwva108-a-gp.dgnFILE =>
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
28-J
AN-2016
s125624
US
ER
NA
ME
=>
RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
SHEET OF
CONTRACT NO.:
REVISION DATES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
STRUCTURES DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.09-01-10)
3587
11
9-29-11
Anthony Valdez
107+00 +20 +40 +60 +80 108+00 +20
PLAN
DESIGN "H"
LENGTH
14’-0"
BARRIER
TOP OF
Ftg STEP
B3-5
Elev 62.17Elev 60.67
24’-0"
DATUM Elev 50.00
Elev 72.10
Sta 10+20.00
Elev 71.33
Sta 10+40.02
Elev 70.55
Sta 10+60.00
Elev 69.79
Sta 10+80.00
Elev 69.09
Sta 11+00.00
10+00 +20 +40 +60 +80 11+00 +20
N 2̂ 37’03.2" E
72’-0"
10’-0"
48’-0"
8’-0"
"VAL" LINE
Elev 66.72
End WALL
Sta 107+01.40
61.512’ RT "VAL" LINE
Sta 108+83.24
55.086’ RT "VAL" LINE
RW VA108 RETAINING WALL VA108
GENERAL PLAN
+40 +60 +80
+40 +60 +80
Elev 68.43
Sta 11+20.00
Elev 67.82
Sta 11+40.00
Elev 67.27
Sta 11+60.00
24’-0"
6’-0" 4’-0"
13’-11�"
96’-0" 85’-11�"
B0-3
3-1PLANE
WEAKENEDB0-3
3-2
B0-3
3-4
SHEET
WALL DETAILS"
"RETAINING
DRAIN, SEE
GEOCOMPOSITE
SEE, "ROAD PLANS"
CURB TYPE A2-8
LINE
"VAL"
RW LOL
6’-0" 1’-5�"
B11-51
B11-54
RW LOL
SEE "RW NF66" PLANS
FOR CONTINUATION,
N0^35’35.9"W
Approx OG
Approx FG= Approx FG
6-11-13
William D. Kemp
55730
12/31/16
RW LOL Sta 11+81.95 =
End WALL
181’-11�" MEASURED ALONG RW LOL
Var
Var
ELEVATION
TOP OF WALL
TYPE 1 (CASE 1)
Ret WALL B3-1A
ARCHITECTURAL TREATMENT
ARCHITECTURAL TREATMENT
RSP
RSP
TUBULAR HAND RAILING
1
SHEET NO. TITLE
STANDARD PLAN SHEET NO.
DETAIL NO.
NO SCALE
7
NO SCALE
SHEET
WALL DETAILS"
"RETAINING
DRAIN, SEE
GEOCOMPOSITE
DE
SI
GN "
H"
6’-0"
Var
RW LOL
WALL
TOP OFSIGNAL POLE
PEDESTRIAN
SEE "ROAD PLANS"
SIGNAL POLE
PEDESTRIAN
TYPICAL SECTION
PEDESTAL
Conc
INDEX TO PLANS
BARRIER MOTIF
TREATMENT
ARCHITECTURAL
TYPE 26A Mod
BARRIER
Conc
11+00
10+00
+20+40 +60 +80
+20 +40 +60 +80
Exp Jt
Elev 72.88
Beg WALL
Typ
WH,
Typ
Exp Jt,
DE
SI
GN "
H"
RW LOL Sta 10+00.0 =
Beg WALL
1.27
3-21-13
A62B LIMITS OF PAYMENT FOR EXCAVATION
AND BACKFILL- BRIDGE SURCHARGE AND WALL
BO-3 BRIDGE DETAILS
B11-54 CONCRETE BARRIER TYPE 26
B3-5 RETAINING WALL DETAILS NO. 1
B11-51 TUBULAR HAND RAILING
RSP
RSP
B3-1A RETAINING WALL TYPE 1 (CASE 1)
STANDARD PLANS 2010
A10C LINES AND SYMBOLS (SHEET 1 OF 3)
A10D LINES AND SYMBOLS (SHEET 2 OF 3)
A10E LINES AND SYMBOLS (SHEET 3 OF 3)
A10A ABBREVIATIONS (SHEET 1 OF 2)
A10B ABBREVIATIONS (SHEET 2 OF 2)
A10H LEGEND - ROCK
LOG OF TEST BORING SHEET 1 OF 1
LIMITS OF EXCAVATION AND BACKFILL
BARRIER MOTIF DETAILS
ARCHITECTURAL TREATMENT DETAILS
RETAINING WALL DETAILS NO. 2
RETAINING WALL DETAILS NO. 1
GENERAL PLAN
7
6
5
4
3
2
1
G. Reyes-Gutierrez
"VAL" LINE Sta 107+07.40
"RW LOL" Sta 10+06
SIGNAL PEDESTAL STRUCTURE
Ruperd WilsonRuperd Wilson Yeo Yoon
Seiji Morimoto
7-26-13
PEDESTAL SECTION
Ruperd Wilson Cipriano Manansala
3-18-15
Xiahong Li Xiahong Li
Ramin Rashedi 3-18-15
CONCRETE BARRIER (TYPE 26 MODIFIED) 179 LF
TUBULAR HANDRAILING (MODIFIED) 179 LF
BAR REINFORCING STEEL (RETAINING WALL) 18,500 LB
ARCHITECTURAL TREATMENT (SPLIT SLATE) 965 SQFT
STRUCTURAL CONCRETE, RETAINING WALL 140 CY
STRUCTURE BACKFILL (RETAINING WALL) 730 CY
STRUCTURE EXCAVATION (RETAINING WALL) 840 CY
QUANTITIES
SEE "ROAD PLANS"
DRAIN TYPE A,
SEE "ROAD PLANS"
DRAIN TYPE A,
(MODIFIED)
HANDRAILING
TUBULAR
0715000160-1 07-2159u4
RSP
RSP
1" = 10’-0"
1" = 10’-0"
RSP
07 5LA,Ora 162244.3/44.4
0.0/1.5,
RSP A10F LEGEND - SOIL (SHEET 1 OF 2)
RSP A10G LEGEND - SOIL (SHEET 2 OF 2)
1611
1-25-16
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
DESIGN BRANCH
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:
DESIGN
DETAILS
QUANTITIES
CHECKED
CHECKED
CHECKEDBY
BY
BY
0 1 2 3
FILE => rwva108-b-retdt1.dgn
POST MILE
BRIDGE NO.
SHEET OF
US
ER
NA
ME
=>
s125624
DA
TE
PL
OT
TE
D
=>
28-J
AN-2016
TI
ME
PL
OT
TE
D
=>
12:39
REVISION DATES
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10)
11RETAINING WALL VA108
0715000160-1
3587
8-29-11
Jaime Ramirez
RW VA108
6-13-13
William D. Kemp
55730
12/31/16
7-26-13 2 7
RETAINING WALL DETAILS NO. 1
03-26-13
SECTION A-A
DETAIL F
SECTION C-C
SECTION B-B
RW LOL
RWBEGIN
PEDESTAL
"RW LOL" STA 10+06.0
"VAL" LINE STA 107+07.4
1’-5"
� PEDESTAL/POLE
A
A
NO SCALE
PARTIAL PLAN
NO SCALE
PARTIAL ELEVATION
WALLTOP OF
14’
SIGNAL POLE� PEDESTRIAN
RW VA108BEGIN
PEDESTALCONCRETE
Ruperd Wilson
DETAIL G
3’-0"
1’-2"
SIDEWALK
FG
2"Typ
1" CHAMFER
BARRIER MOTIF
3" Notch for
Reinf
RETAINING WALL
SEE "DETAIL F"
SEE "DETAIL G"
SIZE & SPACING
RET WALL Reinf,
USE ADJACENT
SEE "ROAD PLANS"
SIGNAL POLE
Typ
1" CHAMFER
RW LOL
2"
3"
2"
LI
MIT
OF
PE
DE
ST
AL
HO
OP
S
@ 6"
LI
MIT
OF
WA
LL
HO
OP
S
@ 6"
OC
5’-3"
WALL HOOPS
HOOPS
PEDESTAL
26A MODBARRIER TYPE
ANCHOR COVER
MIN 8�"
� Pedestal
� POLE
FACE OF WALLRW LOL
ANCHOR COVER
MIN. 10�"
ANCHOR COVER
MIN. 8�"
1’-7"
3’-4"
1’-8"
3’-3"
PEDESTAL
BEYOND LIMITS OF
BARRIER SIDEWALK
12’-0"
BEYOND PEDESTAL LIMITS
FACE OR Ret WALL
2"
Typ
2"
2"
2" Typ
3’-0"
REINF
SEE BARRIER
ANCHOR,Typ
#8 Tot 16
3’-0"
2’-8"
#5 @ 6
END Ret WALL
FACE OF WALL
Typ 1 ReinfRet WALL
#5 @ 6WALL HOOPS
#8 TOT 16
� POST
7’-4"
3’-8"
"C" BARS, Typ
BARRIER MOTIF
C C
B B
4
3 Concrete strength shall be achieved and wall backfilled
prior to installation of Sign structure/Pole.
NOTES:
1 For Reinforcing Steel not shown see "REVISED STANDARD PLANS
RETAINING WALL TYPE 1", B3-1A.
2 For base plate & Anchor Bolts, See "ROAD PLANS".
4 Match reinforcement & Footing size with adjacent wall Footing.
WA
LL
VA
RIE
S
HERE, Typ
VERTICAL REINF
STOP BARRIER
DETAIL DSEE
DETAIL D
Retaining Wall.
construction Joint between Pedestal and
with Retaining Wall Conc. There shall be no
5 Conc for Pedestal shall be poured simultaneously
1.27G. Reyes-Gutierrez Seiji Morimoto
Ruperd Wilson
Cipriano Manansala
2"
5"Clr
Clr
ANCHORAGE
BASE PLATE AND
FOR P0ST,
SEE "ROAD PLANS"
3-18-15
12’-0"
07-2159u4
�" = 1’-0"
�" = 1’-0"
�" = 1’-0"
�" = 1’-0"
�" = 1’-0"
�" = 1’-0"
07 5LA,Ora 162244.3/44.4
0.0/1.5,1612
1-25-16
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
DESIGN BRANCH
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:
DESIGN
DETAILS
QUANTITIES
CHECKED
CHECKED
CHECKEDBY
BY
BY
0 1 2 3
FILE => rwva108-c-retdt2.dgn
POST MILE
BRIDGE NO.
SHEET OF
US
ER
NA
ME
=>
s125624
DA
TE
PL
OT
TE
D
=>
28-J
AN-2016
TI
ME
PL
OT
TE
D
=>
12:39
REVISION DATES
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10)
11RETAINING WALL VA108
0715000160-1
3587
Jaime Ramirez
RW VA108
7-26-13
William D. Kemp
55730
12/31/16
6-13-13
A.
B.
C.
pipe as applicable.
Connect the low end of plastic pipe to the main outlet
NO SCALE
3"
-2%
3"
K K
Min
DRAIN
GEOCOMPOSITE
RETAINING WALL
ABUTMENT OR
BACKFACE OF
DRAIN
GEOCOMPOSITE
SEE NOTE B
CAP-Typ
WRAP AROUND
FILTER FABRIC
DRAIN
GEOCOMPOSITE
BOND TO
TOWARD WALL
LEVEL OR SLOPED
PERMEABLE BASE
CEMENT TREATED
CUT HOLE FOR 3" PIPE
BOND 6" TO WALL.
3"
Min
SEE NOTE B
PLASTIC PIPE.
3" SLOTTED
PLASTIC PIPE
3" UNSLOTTED
3’-0"
1’-0"
1’-0"
connection at each 4" Ø drain.
wall or abutment. Cap ends of pipe. Provide "Tee"
3" Ø slotted plastic pipe continuous behind retaining
Geocomposite drain, cement treated permeable base, and
wall drains shall be located 3" – above finished grade.
under the sidewalk to discharge through curb face. Exposed
or curbs, provide 4" Ø cast iron or asbestos cement pipe
Type 4 retaining walls). For walls adjacent to sidewalks
center to center (9’-0" c-c for Type 3 and 9’-2" c-c for
4" Ø drains at intermediate sag points and at 25’-0"
SHEET
POLYETHYLENE
NOTE A
SEE
NOTE B
SEE
DETAIL "D"
DETAIL "E"
4" Ø DRAIN
TEE CONNECTION
3 7
DETAIL "D"
WEEP HOLE AND GEOCOMPOSITE DRAIN
WALL SECTION SECTION K-K
DETAIL "E"
10-22-12
Rupert Wilson
NOTES: (GEOCOMPOSITE DRAIN)
1.27 RETAINING WALL DETAILS NO. 2G. Reyes-Gutierrez Seiji Morimoto
Cipriano Manansala
Rupert Wilson
4"
5’-4"
1’-2"
shown see
Note: For details and reinforcement not
11
6"
END BLOCKBARRIER RAIL
1’-3"
#4
B11-54
FG
Approx
3-18-15
CONCRETE BARRIER TYPE 26A Mod
HAND RAIL
TUBULAR
� ELECTROLIER
� PARAPET=
� POST POCKET =
� TUBULAR POST =
1’-5"
END BLOCKVar @
12-5-13
3’-0 3/8"
07-2159u4
�" = 1’-0"
RSP
07 5LA,Ora 162244.3/44.4
0.0/1.5,1613
1-25-16
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
DESIGN BRANCH
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:
DESIGN
DETAILS
QUANTITIES
CHECKED
CHECKED
CHECKEDBY
BY
BY
0 1 2 3
FILE => rwva108-g-arch1.dgn
POST MILE
BRIDGE NO.
SHEET OF
US
ER
NA
ME
=>
s125624
DA
TE
PL
OT
TE
D
=>
28-J
AN-2016
TI
ME
PL
OT
TE
D
=>
12:39
REVISION DATES
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10)
11
completeness of scanned copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
William D. Kemp
55730
12/31/16
RETAINING WALL VA108
ARCHITECTURAL TREATMENT DETAILS 3587
RW VA108
End WALL
SECTION B-B
1’-0"
SEE "DETAIL A"
B
B
RW LOL
1’-6"
C
C
150^
NO SCALE
2"
RW LOL
DETAIL A
SECTION C-C
1’-6"
RW LOL
SEE "DETAIL A"
R = 25’-
0"
"BARRIER MOTIF DETAILS" sheet.
For Barrier Architectural details see
Note:
1’-0"
Typ
TEXTURE, Typ
SPLIT SLATE
TREATMENT, Typ
TOP OF ARCHITECTURAL
TEXTURE, Typ
SPLIT SLATE
TEXTURE, Typ
SPLIT SLATE
TEXTURE, Typ
SPLIT SLATE
Typ
BARRIER
TOP OF
SECTION A-A
RW LOL
DETAILS" SHEET
SEE "BARRIER MOTIF
BARRIEER MOTIF, Typ
TREATMENT
ARCHITECTURAL
Bot OF
BARRIER MOTIF
TREATMENT
ARCHITECTURAL
LIMITS OF PEDESTAL
PEDESTAL BEYOND
SIDEWALK AND
NO SCALE NO SCALE NO SCALE
SIDEWALK POLE
� PEDESTRIAN
A
A
SMOOTH Conc SURFACE
SURFACE, Typ
SMOOTH Conc
Approx FG SURFACE, Typ
SMOOTH Conc
SURFACE, Typ
SMOOTH Conc
TREATMENT, Typ
ARCHITECTURAL
Bot OF
Approx FG
FG
Approx
Beg WALL
H. Javier Chavez
Jaime Ramirez
1-10-13 4 7
1.27
TREATMENT
Bot OF ARCHITECTURALTREATMENT
Bot OF ARCHITECTURAL
G. Reyes-Gutierrez
2’-4"
1’-6"
6’-0" 30’-0"
NO SCALE
SECTION H-H
TEXTURE
SLATE
SPLIT
RE
LIE
F
1"
Max
RE
LIE
F
�"
MI
N
NO SCALE
SPLIT SLATE TEXTURE
HH
from RW LOL, Typ
All Surface Relief and Texture shall be measured
Note:
Isaac Tasabia
Isaac Tasabia
6-11-13
Seiji Morimoto
ELEVATION
TREATMENT, Typ
ARCHITECTURAL
TOP OF
BARRIER, Typ
TOP OF
7-26-13
DETAILS" SHEET
SEE "BARRIER MOTIF
BARRIER MOTIF, TypSEE DETAIL A
APPROACH, TypSTRUCTURE TOP OF
1’-6"
TREATMENT
ARCHITECTURAL
TOP OF
3-18-15
12-5-13
SEE "ROAD PLANS"
DRAIN TYPE A,
SEE "ROAD PLANS"
DRAIN TYPE A,SEE "ROAD PLANS"
DRAIN TYPE A,
0715000160-1 07-2159u4
�" = 1’-0"
07 5LA,Ora 162244.3/44.4
0.0/1.5,1614
1-25-16
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
DESIGN BRANCH
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:
DESIGN
DETAILS
QUANTITIES
CHECKED
CHECKED
CHECKEDBY
BY
BY
0 1 2 3
FILE => rwva108-g-arch2.dgn
POST MILE
BRIDGE NO.
SHEET OF
US
ER
NA
ME
=>
s125624
DA
TE
PL
OT
TE
D
=>
28-J
AN-2016
TI
ME
PL
OT
TE
D
=>
12:39
REVISION DATES
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10)
11
R=1’-
8�
" R=5"
R=1’-
8�
"
1’-2"
6"
8"
3"
1’-8"1’-8"
3’-4"
C
C
D
D
1’-6"
R = 25’-0"
1’-2"
6"
11"
1’-2"
9"
4"
4"
2"
SEE ’DETAIL B’
3"
4"
DETAIL B
�"
NO SCALE
TOP OF WALL
Anthony Valdez
BARRIER MOTIF DETAILS
6-21-11 5 7
RW VA108
William D. Kemp
55730
12/31/16
3587
0715000160-1
SECTION C-CNO SCALE
NO SCALE
NO SCALE
NO SCALE
BARRIER
MOTIF
15^ BEVEL 15^ BEVEL
BARRIER
MOTIF
FRACTURED
GRANITE, Typ
FRACTURED
GRANITE
FRACTURED
GRANITE
TEXTURE
� OF BARRIER MOTIF
TYPE 26A Mod
SMOOTH
H. Javier Chavez Issac Tasabia
Issac Tasabia
RETAINING WALL VA108
SECTION D-D
ELEVATION - BARRIER MOTIF
BARRIER END DETAIL
1�
"
TYPE 26A Mod
Conc BARRIER
TYPE 26A Mod
Conc BARRIER TypTyp
1�
"
1�
"Conc BARRIER
Conc,
Typ
1�
"
1-11-13 3-21-13
1.27G. Reyes-Gutierrez Seiji Morimoto
TEXTURE
7-26-13
3-18-15
07-2159u4
07 5LA,Ora44.3/44.4
0.0/1.5,1615 1622
1-25-16
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
DESIGN BRANCH
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:
DESIGN
DETAILS
QUANTITIES
CHECKED
CHECKED
CHECKEDBY
BY
BY
0 1 2 3
FILE => rwva108-u-exc.dgn
POST MILE
BRIDGE NO.
SHEET
US
ER
NA
ME
=>
s125624
DA
TE
PL
OT
TE
D
=>
28-J
AN-2016
TI
ME
PL
OT
TE
D
=>
12:39
REVISION DATES
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10) 3587
11Jaime Ramirez
4-25-130715000160-1
RW VA108
William D. Kemp
55730
12/31/16
6 7
1.27
LIMITS OF EXCAVATION AND BACKFILL
7-26-13
G. Reyes-Gutierrez
B. Kemp
B. Kemp
RW VA108
NO SCALE
EMBANKMENT SURCHARGE
"ROAD PLANS"SURCHARGE, SEE
GPFINISH SURFACE
VA
RIE
S
GPGP
RW VA107
STRUCTURE EXCAVATION
ROADWAY EXCAVATION
STRUCTURE BACKFILL
LEGEND:
GP - PLANNED GRADING PLANE
GP
GP
GP
GP
3’-0"
3’-0" 3’-0"3’-0"
3’-0" 3’-0"
NO SCALE
LIMITS OF EXCAVATION AND BACKFILL
EXCAVATION BACKFILL
RETAINING WALL VA108
OF
SEE "ROAD PLANS"TOP OF SURCHARGE
Yeo Yoon
Seiji Morimoto
3-18-15
07-2159u4
07 5LA,Ora44.3/44.4
0.0/1.5,1616 1622
1-25-16
60
70
50
40
30
20
10
Elevati
on, feet
10
20
60
70
50
40
30
PROFILE VIEW
HORIZONTAL SCALE 1"=20’
VERTICAL SCALE 1"=10’
Elevati
on, feet
2 3 4 65 6 7 8 9 70
TO SANTA ANA
TO LOS ANGELES
160
4.9
R-09-222
EJ.JEON
PLAN
SCALE 1"=100’
"V
AL" LI
NE
100
RW
NO.
VA108
RETAINING WALL NO. VA108
RTE 5 (NEW)CL
and 0.55, respectively.
fine-grain and coarse-grain soils have been 0.8
3-2.5" to 1.4" blow counts conversion factors for
Cone Penetration Testings.
subsurface material for exploratory borings and
hand-auger was used to remove top 5 to 10 feet of
2-For protection of underground utility lines,
& Presentation Manual (2010 Edition).
the Caltrans Soil & Rock Logging, Classification,
1-This LOTB sheet was prepared in accordance with
BENCH MARKDIST COUNTY ROUTE
TOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
05/20/15
MICHAEL G. SMITH
2229
EGOTE
LACINHC
SANTA ANA, CA 92705
2020 EAST FIRST STREET, SUITE 400
URS CORPORATION
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
1.27
100+00.0 "VAL" LINE
63+20.1 RTE 5 (NEW)
66+00 67+00 68+00 69+00 70+00 71+00
1
DATUM NAVD88
EASTING 1997613.893
NORTHING 542395.636
FIRESTONE BLVD 0.2 MI SE OF VALLEY VIEW
LOCATED 90’ N OF THE SOUTH SIDE
FLUSH, STAMPED "LA-5-1.0, 1995"
FD 2-1/2 CADT DISK IN CONC. CURB
ELEVATION 65.915 FT
GPS 0887
1
2
3
4
105
6
7
R-09-222
Terminated at Elev 12.7’06-28-09
ASPHALT CONCRETE (6") over AGGREGATE BASE (8").
-very stiff; PP=2.5 tsf.
64.2’ 4.9
3
P
P
P
16
P
13
16
11
P
1.4
2.5
2.5
2.5
1.4
2.5
1.4
1.4
1.4
2.5 MPIC
MUCPI
MUU
M
MUUPI
SAND; PP=0.05 tsf.SANDY SILT (ML); very soft; dark greenish gray; moist; little fine
UW
UW
UW
UW
UW
SILT (ML); very soft; dark greenish gray; moist; PP=0.05 tsf.
SILT (ML); very stiff; olive brown; moist; PP=2.5 tsf.
RT
E 5 (
NE
W)
Sta 67
+85.1
626.2’
Rt
SILTY SAND (SM); medium dense; olive; dry; fine SAND; (ALLUVIUM).
-yellowish brown.
C L
CLAYEY SAND (SC); yellowish brown; moist; fine SAND; some fines.
Begin RW VA108
End RW VA108
"VAL" Line61.51’ Rt Sta 107+01.40
"VAL" Line55.086’ Rt Sta 108+83.24
CLAYEY SAND (SC); dry; (FILL).
PP=2.0 tsf.Lean CLAY (CL); very stiff; olive brown; moist; trace rootlets;
PP=1.5 tsf.Lean CLAY with SAND (CL); stiff; olive gray; moist; little SAND;
-very stiff; PP=2.0 tsf.
-hard; some fine SAND; PP>4.0 tsf.
Groundwater was not encountered.
7
9
72+00
5/12/15
DA
TE
PL
OT
TE
D
=>
28-J
AN-2016
TI
ME
PL
OT
TE
D
=>
12:39
DEPARTMENT OF TRANSPORTATION
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS0 1 2 3
FILE => rwva108-v-lotb.dgn
BRIDGE NO.
POST MILES
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES SHEET OF
US
ER
NA
ME
=>
s125624
UNIT:
PROJECT NUMBER & PHASE:
PREPARED FOR THE
STATE OF CALIFORNIAM.G. SMITH
PROJECT ENGINEER
F.MOTAMED
DESIGN OVERSIGHT
SIGN OFF DATE
DRAWN BY
CHECKED BY
FIELD INVESTIGATION BY:
DATE:
GS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 03/14/12)
CONTRACT NO.: 07-2159U4
A.GHAZINOOR/L.KHALKHALI
3658
07150001601
LOG OF TEST BORINGS SHEET 1 OF 105/20/1506/28/09
T.PANAH
03/31/16
RW VA108
7 7
07 LA,Ora 544.3/44.4
0.0/1.5, 1617 1622
1-25-16
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
DESIGN BRANCH
UNIT:
PROJECT NUMBER & PHASE:
DESIGN ENGINEER
DESIGN
DETAILS
QUANTITIES
LAYOUT
SPECIFICATIONS
BY
BY
BY CHECKED
CHECKED
CHECKED
BY
BY
FACTOR DESIGN
LOAD & RESISTANCE
PLANS AND SPECS
COMPARED
CHECKED
BRIDGE NO.
POST MILE
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
PERMIT DESIGN VEHICLE
LIVE LOADING: HL93 W/"LOW-BOY";
0 1 2 3
rwva109-a-gp.dgnFILE =>
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
28-J
AN-2016
s125624
US
ER
NA
ME
=>
RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
SHEET OF
CONTRACT NO.:
REVISION DATES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
STRUCTURES DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.09-01-10)
3587
11
Yeo Yoon
9-20-11
INDEX TO PLANS
Jaime Ramirez
108+00 +20 +40 +60 +80 109+00 +20
PLAN
RW LOL
DESIGN "H"
LENGTH
8’-0"
BARRIER
TOP OF
WALL
TOP OF
Ftg STEP
B3-5
Elev 62.17
Elev 61.67
21’-9"
Elev 68.77
BEGIN WALL
Elev 59.35
DATUM Elev 50.00
Elev 68.06
Sta 10+20.00
Elev 67.48
Sta 10+40.00
Elev 66.96
Sta 10+60.00
Elev 66.48
Sta 10+80.00
10+00 +20 +40 +60 +80 11+00 +20
N 1̂ 33’31.5" E
24’-0"
6’-0" 4’-0"
"VAL" LINE
Elev 65.90
END WALL
Sta 108+14.35
57.894’ Lt "VAL" LINE
Sta 109+20.92
53.889’ Lt "VAL" LINE
PLANS"
See "ROAD
Approx FG
SHEET
WALL DETAILS"
"RETAINING
DRAIN, SEE
GEOCOMPOSITE
LINE
"VAL"
VA
RIE
S
B11-54
RW LOL
DE
SI
GN "
H"
TYPE 26A MOD
BARRIER
CONCRETE
VARIES
B11-51
No Scale
RW VA109 RETAINING WALL VA109
GENERAL PLAN
6’-0"1’-5"
B0-3
3-4 PLANE
WEAKENED B0-3
3-2
B0-3
3-1
7-26-13
SEE "RW DW108" PLANS
FOR CONTINUATION
N 0^35’35.9" W
6-11-13
1
RETAINING WALL DW 108
10+02.25 and Sta 10+06.52, see "ROAD PLANS"
Transition to Depressed Sidewalk between Sta
WILLIAM D. KEMP
55730
12/31/16
1
60’-10�"
45’-9" 60’-10�"
Elev 66.05
Sta 11
+00.00
MIRRORED ELEVATION
SHEET NO. TITLE
DETAIL NO.
STANDARD PLAN SHEET NO.
RSP
RW LOL Sta 11+08.90 =
END WALL
RSP
NOTE:
1 5
Ruperd Wilson
Ruperd Wilson
TYPICAL SECTION
MOTIF
BARRIER
� Ftg
TREATMENT
ARCHITECTURAL
Exp Jt
Typ
WH,
Typ
Exp Jt,
+20+40 +60 +80 11+00
10+00
RAILING
TOP OF
CURB, SEE "ROAD PLANS"
A62B LIMITS OF PAYMENT FOR EXCAVATION
AND BACKFILL- BRIDGE SURCHARGE AND WALL
BO-3 BRIDGE DETAILS
B11-54 CONCRETE BARRIER TYPE 26
B3-5 RETAINING WALL DETAILS NO. 1
B11-51 TUBULAR HAND RAILING
RSP
RSP
B3-4A RETAINING WALL TYPE 5 (CASE 1)
STANDARD PLANS 2010
A10C LINES AND SYMBOLS (SHEET 1 OF 3)
A10D LINES AND SYMBOLS (SHEET 2 OF 3)
A10E LINES AND SYMBOLS (SHEET 3 OF 3)
A10A ABBREVIATIONS (SHEET 1 OF 2)
A10B ABBREVIATIONS (SHEET 2 OF 2)
A10H LEGEND - ROCK
Approx FG
1.30
3-21-13
(CASE 1)
TYPE 5
Ret WALL
106’-7�" MEASURED ALONG RW LOL
B3-4A
RW LOL Sta 10+02.25 =
BEGIN WALL
LOG OF TEST BORINGS SHEET 1 OF 1
LIMITS OF EXCAVATION AND BACKFILL
ARCHITECTURAL TREATMENT DETAILS
RETAINING WALL DETAILS
GENERAL PLAN
5
4
3
2
1
G. Reyes-Gutierrez
Yeo Yoon Ruperd Wilson
TOP OF WALL
Herman P.
3-18-15
Xiahong Li Xiahong Li
Ramin Rashedi 3-18-15
CONCRETE BARRIER (TYPE 26 MODIFIED) 107 LF
TUBULAR HANDRAILING (MODIFIED) 107 LF
BAR REINFORCING STEEL (RETAINING WALL) 7,600 LB
ARCHITECTURAL TREATMENT (SPLIT SLATE) 495 SQFT
STRUCTURAL CONCRETE, RETAINING WALL 65 CY
STRUCTURE BACKFILL (RETAINING WALL) 360 CY
STRUCTURE EXCAVATION (RETAINING WALL) 420 CY
QUANTITIES
B3-6 RETAINING WALL DETAILS No. 2
Inv Elev 61.68
B3-6
PROPOSED 12" Dia. RCP, SEE "ROAD PLANS"
UTILITY OPENING
1’-10" Dia
LOL 10+07.36
"VAL" LINE 108+19.45
(MODIFIED)
HANDRAILING
TUBULAR
0715000160-1 07-2159u4
RSP
RSP
RSP
1" = 10’-0"
1" = 10’-0"
07 5LA,Ora44.3/44.4
0.0/1.5,
RSP A10F LEGEND - SOIL (SHEET 1 OF 2)
RSP A10G LEGEND - SOIL (SHEET 2 OF 2)
1618 1622
1-25-16
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
DESIGN BRANCH
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:
DESIGN
DETAILS
QUANTITIES
CHECKED
CHECKED
CHECKEDBY
BY
BY
0 1 2 3
FILE => rwva109-b-retdt.dgn
POST MILE
BRIDGE NO.
SHEET OF
US
ER
NA
ME
=>
s125624
DA
TE
PL
OT
TE
D
=>
28-J
AN-2016
TI
ME
PL
OT
TE
D
=>
12:39
REVISION DATES
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10)
11
A.
B.
C.
pipe as applicable.
Connect the low end of plastic pipe to the main outlet
NO SCALE
3"
-2%
3"
K K
Min
DRAIN
GEOCOMPOSITE
RETAINING WALL
ABUTMENT OR
BACKFACE OF
DRAIN
GEOCOMPOSITE
SEE NOTE B
CAP-Typ
WRAP AROUND
FILTER FABRIC
DRAIN
GEOCOMPOSITE
BOND TO
TOWARD WALL
LEVEL OR SLOPED
PERMEABLE BASE
CEMENT TREATED
CUT HOLE FOR 3" PIPE
BOND 6" TO WALL.
3"
Min
SEE NOTE B
PLASTIC PIPE.
3" SLOTTED
PLASTIC PIPE
3" UNSLOTTED
3’-0"
1’-0"
1’-0"
connection at each 4" Ø drain.
wall or abutment. Cap ends of pipe. Provide "Tee"
3" Ø slotted plastic pipe continuous behind retaining
Geocomposite drain, cement treated permeable base, and
wall drains shall be located 3" – above finished grade.
under the sidewalk to discharge through curb face. Exposed
or curbs, provide 4" Ø cast iron or asbestos cement pipe
Type 4 retaining walls). For walls adjacent to sidewalks
center to center (9’-0" c-c for Type 3 and 9’-2" c-c for
4" Ø drains at intermediate sag points and at 25’-0"
SHEET
POLYETHYLENE
NOTE A
SEE
NOTE B
SEE
Yeo Yoon RETAINING WALL VA109
0715000160-1
3587
8-29-11
Jaime Ramirez
RETAINING WALL DETAILS
RW VA109
7-26-13 3-21-13
William D. Kemp
55730
12/31/16
DETAIL "D"
DETAIL "E"
4" Ø DRAIN
TEE CONNECTION
2 5
Ruperd Wilson
Ruperd Wilson
WALL SECTION
DETAIL "D" DETAIL "E"
SECTION K-K
WEEP HOLE AND GEOCOMPOSITE DRAIN
6-11-13
1.30
NO SCALE
BARRIER TRANSITION DETAIL
1’-5
"
1’-0"
not shown.
Architectural Treatment
Note:
(Mod) BARRIER
RW VA109 TYPE 26A
G. Reyes-Gutierrez
2’-3"RW VA109
Seiji Morimoto
736A BARRIER
RW DW108 TYPE
BATTERED FACE
SHOWN. MATCH TYPE 736A
26A Mod AT END AS
EXTEND BARRIER TYPE
NOTES: (Geocomposite Drain)
FG
Approx
3-18-15
1�
"2’-3"
4"
5’-4"
1’-2"
B11-54
11
6"
3’-0�
"
1’-5"
HAND RAIL
TUBULAR
CONCRETE BARRIER TYPE 26A MOD
Note: For details not shown see
� ELECTROLIER
� PARAPET=
� POST POCKET =
� TUBULAR POST =
BARRIER RAIL END BLOCK
#4 Tot 10 @ END BLOCK
1’-3"
Varies
VIEW A-ANO SCALE
#5 @ 18
2’-10"
6’-6"
TOP OF WALL
1’-0"
1
1
CONST JT
CONST JT
A
A
#5 @ 16
#6 @ 8
1’-3"
TOP OF SIDEWALK
SIDEWALK, SEE "ROAD PLANS"
CURB RAMP TO DEPRESSED
SEE NOTE 2
HA
UN
CH
TO THE END OF RETAINING WALL CORNERCURB RAMP CONSTRUCTION JOINTAPPLY DETAIL FROM THE BEGINNING OF
NOTES:
2.
1.
MATCH BARRIER RAIL WIDTHHAUNCH WIDTH MUST
07-2159u4
�" = 1’-0" RSP
07 5LA,Ora44.3/44.4
0.0/1.5,1619 1622
1-25-16
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
DESIGN BRANCH
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:
DESIGN
DETAILS
QUANTITIES
CHECKED
CHECKED
CHECKEDBY
BY
BY
0 1 2 3
FILE => rwva109-c-arch.dgn
POST MILE
BRIDGE NO.
SHEET OF
US
ER
NA
ME
=>
s125624
DA
TE
PL
OT
TE
D
=>
28-J
AN-2016
TI
ME
PL
OT
TE
D
=>
12:39
REVISION DATES
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10) 3587
11Jaime Ramirez
6-8-120715000160-1
RW VA109 RETAINING WALL VA109
William D. Kemp
55730
12/31/16
ARCHITECTURAL TREAMENT DETAILS
SEE "DETAIL A"
1’-0"
1’-6"
SECTION A-A
RW LOL
H. Javier Chavez Issac Tasabia
DETAIL A
RW LOL
3 5
NO SCALE
NO SCALE
NO SCALE
6-11-13 7-26-13
TEXTURE, Typ
SPLIT SLATE
Approx FG
TEXTURE, Typ
SPLIT SLATE
2"
SURFACE, Typ
SMOOTH Conc
R=1’-
8�
" R=5"
R=1’-
8�
"
1’-2"
6"
8"
3"
1’-8"1’-8"
3’-4"
1"
J
J
K
K
No Scale
� OF BARRIER MOTIF
FRACTURED
GRANITE
TEXTURE
SMOOTH
TYPICAL
TYPE 26A Mod
Conc BARRIER
Conc,
ELEVATION - BARRIER MOTIF
DETAIL ENo Scale
FRACTURED
GRANITE
A
A
4’-0"
TOP OF ARCHITECTURAL
1.30
3-21-13
Approx FG
shall be measured from RW LOL, Typ
All surface relief and texture
NOTE:
G. Reyes-Gutierrez
�"
1�
"
1"
1’-2"
6"
11"
4"
4"
2"
No Scale
15^ BEVEL
Typ
BARRIER
MOTIF
SECTION J-J
TYPE 26A Mod
Conc BARRIER
1"1’-2"
9"
No Scale
SEE ’DETAIL E’
3"
4"
15^ BEVEL
Typ
BARRIER
MOTIF
FRACTURED
GRANITE, Typ
SECTION K-K
Bot OF ARCHITECTURAL
TREATMENT, Typ
TREATMENT
ARCHITECTURAL
Bot OF WALL
TOP OF
TREATMENT, Typ
TEXTURE, Typ
SPLIT SLATE
WALL, Typ
RETAINING
TOP OF
Typ
BARRIER,
TOP OF
RE
LIE
F
1"
Max
RE
LIE
F
�"
MI
N
NO SCALE
SECTION H-H
TEXTURE
SLATE
SPLIT
NO SCALE
SPLIT SLATE TEXTURE
HH
TYPE 26A Mod
Conc BARRIER
DETAILS SHEET
SEE BARRIER MOTIF
BARRIER MOTIF
TREATMENT
ARCHITECTURAL
TOP OF
150^
ELEVATION
Herman P.
Issac Tasabia
3-18-15
SURFACE @ END BLOCK
SMOOTH Conc
End
WALL
07-2159u4
07 5LA,Ora44.3/44.4
0.0/1.5,1620 1622
1-25-16
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
DIVISION OF ENGINEERING SERVICES
DESIGN BRANCH
UNIT:
PROJECT NUMBER & PHASE: CONTRACT NO.:
DESIGN
DETAILS
QUANTITIES
CHECKED
CHECKED
CHECKEDBY
BY
BY
0 1 2 3
FILE => rwva109-d-exc.dgn
POST MILE
BRIDGE NO.
SHEET
US
ER
NA
ME
=>
s125624
DA
TE
PL
OT
TE
D
=>
28-J
AN-2016
TI
ME
PL
OT
TE
D
=>
12:39
REVISION DATES
FOR REDUCED PLANS
ORIGINAL SCALE IN INCHES
EARLIER REVISION DATES
DISREGARD PRINTS BEARING
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
CIVIL
STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10) 3587
11Jaime Ramirez
4-25-130715000160-1
RW VA109
William D. Kemp
55730
12/31/16
4 5
1.30
LIMITS OF EXCAVATION AND BACKFILL
G. Reyes-Gutierrez
B. Kemp
B. Kemp
RW VA108
NO SCALE
EMBANKMENT SURCHARGE
"ROAD PLANS"SURCHARGE, SEE
GPFINISH SURFACE
VA
RIE
S
GPGP
RW VA109
STRUCTURE EXCAVATION
ROADWAY EXCAVATION
STRUCTURE BACKFILL
LEGEND:
GP - PLANNED GRADING PLANE
GP
GP
GP
GP
3’-0"
3’-0" 3’-0"
3’-0"
3’-0" 3’-0"
NO SCALE
LIMITS OF EXCAVATION AND BACKFILL
EXCAVATION BACKFILL
RETAINING WALL VA109
OF
SEE "ROAD PLANS"TOP OF SURCHARGE
Yeo Yoon
Herman P.
3-18-15
07-2159u4
07 5LA,Ora44.3/44.4
0.0/1.5,1621
1-25-16
1622
60
70
50
40
30
20
10
Elevati
on, feet
10
20
60
70
50
40
30
PROFILE VIEW
HORIZONTAL SCALE 1"=20’
VERTICAL SCALE 1"=10’
Elevati
on, feet
0
-10
-20
0
-10
-20
2 3 4 65 6 7 8 9 70
TO SANTA ANA
TO LOS ANGELES
160
EJ.JEON
PLAN
SCALE 1"=100’"V
AL" LI
NE
CPT-08-127
RETAINING WALL NO. VA109
RW
NO.
VA109
100
9
1
DIST COUNTY ROUTETOTAL PROJECT
POST MILES SHEET
No.
TOTAL
SHEETS
REGISTERED CIVIL ENGINEER DATE
DATEAPPROVALPLANS
RE
GIS
TE
RE
D
RP
OFESSIONAL
EN
GI
NE
ER
AINROFILACFO
ETA
T
S
No.
Exp.
05/20/15
MICHAEL G. SMITH
2229
EGOTE
LACINHC
SANTA ANA, CA 92705
2020 EAST FIRST STREET, SUITE 400
URS CORPORATION
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
The State of California or its officers or agents
1.30
RTE 5 (NEW)CL
and 0.55, respectively.
fine-grain and coarse-grain soils have been 0.8
3-2.5" to 1.4" blow counts conversion factors for
Cone Penetration Testings.
subsurface material for exploratory borings and
hand-auger was used to remove top 5 to 10 feet of
2-For protection of underground utility lines,
& Presentation Manual (2010 Edition).
the Caltrans Soil & Rock Logging, Classification,
1-This LOTB sheet was prepared in accordance with
BENCH MARK
100+00.0 "VAL" LINE
63+20.1 RTE 5 (NEW)
67+00 68+00 69+00 70+00 71+00 72+00
DATUM NAVD88
EASTING 1997613.893
NORTHING 542395.636
FIRESTONE BLVD 0.2 MI SE OF VALLEY VIEW
LOCATED 90’ N OF THE SOUTH SIDE
FLUSH, STAMPED "LA-5-1.0, 1995"
FD 2-1/2 CADT DISK IN CONC. CURB
ELEVATION 65.915 FT
GPS 0887
1
2
3
4
105
6
7
8
CPT-08-127
10 8 6
Friction Ratio (%)
07-15-08
Tip Bearing (tsf)
4 300200100 4002 0 500
Terminated at EL.15.05’
65.05’
Hand Auger
RT
E 5(
NE
W)
Sta 68
+98.1
783.4’
Rt
C L
Begin RW VA109
"VAL" Line58.033’ Lt Sta 108+10.66
End RW VA109
"VAL" Line53.888’ Lt Sta 109+20.98
5/12/15
DA
TE
PL
OT
TE
D
=>
28-J
AN-2016
TI
ME
PL
OT
TE
D
=>
12:39
DEPARTMENT OF TRANSPORTATION
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS0 1 2 3
FILE => rwva109-z-lotb.dgn
BRIDGE NO.
POST MILES
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES SHEET OF
US
ER
NA
ME
=>
s125624
UNIT:
PROJECT NUMBER & PHASE:
PREPARED FOR THE
STATE OF CALIFORNIAM.G. SMITH
PROJECT ENGINEER
F.MOTAMED
DESIGN OVERSIGHT
SIGN OFF DATE
DRAWN BY
CHECKED BY
FIELD INVESTIGATION BY:
DATE:
GS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 03/14/12)
CONTRACT NO.: 07-2159U4
A.GHAZINOOR/L.KHALKHALI
3658
07150001601
LOG OF TEST BORINGS SHEET 1 OF 105/20/15
T.PANAH
07/15/08
03/31/16
RW VA109
5 5
07 LA,Ora 544.3/44.4
0.0/1.5, 1622
1-25-16
1622
Recommended