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TRANSCRIPT
CALIFORNIA HIGH-SPEED TRAIN PROJECT
AS SHOWN
c:\p
wworking\h
mm\external\eron.sudhausen-arup.co
m\d
ms70815\
FB-
CB-1060.dgn
$P
LT
DR
VS$
$P
EN
TB
LS$
10:31:57
AM
12/10/2013
eron.sudhausen
HSR 06-0003
SCALE
SHEET NO.
DRAWING NO.
CONTRACT NO.
DATE
IN CHARGE
CHECKED BY
DRAWN BY
DESIGNED BY
REV DATE BY CHK APP DESCRIPTION
FRESNO TO BAKERSFIELD
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
CB1061
CB1062
CB1067
CB1068
CB1069
CB1070
LANSING
AVE
KANSAS AVEKENT
AVE
JACKSON AVE
IDAH
O AVE
IONA
AVE
0 0
LEGEND
PROPOSED CHST
RAILROAD
EXISTING FREIGHT
2000
1"-2000’
2000 4000
SR 43
CB1063
CB1064
CB1065
CB1066
CB1071
12/31/13 1 OF 15
CB1060
ALIGNMENT K2
KEY MAP
STA 2029+93 TO 2601+70R. COFFIN
KAWEAH SUBSECTION
CR
OSS
CR
EE
K
A. POLING
J. BORGHESI
D. HUNT
SUBSECTIO
N
HW
SU
BS
EC
TIO
N
C3
BNSF
CALIFORNIA HIGH-SPEED TRAIN PROJECT
AS SHOWN
c:\p
wworking\h
mm\external\alexander.poling-arup.co
m\d
ms70815\
FB-
CB-1061.dgn
$P
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VS$
$P
EN
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3:15:56
PM
12/10/2013
alexander.poling
Exc
Emb
STATION
CY
TOTAL
HSR 06-0003
SCALE
SHEET NO.
DRAWING NO.
CONTRACT NO.
DATE
IN CHARGE
CHECKED BY
DRAWN BY
DESIGNED BY
REV DATE BY CHK APP DESCRIPTION
FRESNO TO BAKERSFIELD
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
FOR IDAHO AVE
CLEARANCE ENVELOPE
RE
ALI
GN
ED 12
TH
AV
E
EXIS
TI
NG I
DA
HO
AV
E
140
160
180
200
220
240
260
280
300
140
160
180
200
220
240
260
280
300
320320
2030+00 2040+00 2050+00 2060+00 2065+00
2029
+93.14
EL
EV 227.98
2029
+96.49
BV
C
EL
EV 227.98
2035
+96.49
EL
EV 228.07
2041
+96.49
EV
C
EL
EV 226.83
0.015%
-0.206%
VC=1200’
K=5438(BOTH TRACKS)
F-B TRACK PROFILE
FOR 12TH AVE
CLEARANCE ENVELOPE
HST STRUCTURE
HST STRUCTURE
9.50’
16.50’
16.50’
11.50’
(APPROX)
OG ALONG TRACK �
RE
ALI
GN
ED I
DA
HO
AV
E
EXISITI
NG
NE
W
DE
AL
CA
NA
L
EXIS
TI
NG 12
TH
AV
E
RE
ALI
GN
ED
NE
W
DE
AL
CA
NA
L
ID
AH
O
AV
E
12TH AVE
NE
W
DE
AL
DIT
CH
2030+00 2035+00 2040+00 2045+00 2050+00 2055+00 2060+00 2065+00
PO
T"
K2"2029
+93.14
S 13°38’18" E L=11965.50
00 200 200 40020 20 40
VER.1"=20’ HOR.1"=200’PROFILE
PLAN
CB3915
1
12/31/13 2 OF 15
CB1061
PLAN AND PROFILE
STA 2029+93 TO 2065+00
ALIGNMENT K2
R. COFFIN
REALIGNED NEW DEAL CANAL
KAWEAH SUBSECTION
MA
TC
H
LI
NE ( C
B1022 )
MA
TC
H
LI
NE ( C
B1062 )
MA
TC
H
LI
NE ( C
B1062 )
A. POLING
J. BORGHESI
D. HUNT
SE
E
SU
BS
EC
TI
ON
HW
REALIGNED IDAHO AVE
REALIGNED 12TH AVE
ROADWAY GRADE SEPARATION ALIGNMENT
ROADWAY GRADE SEPARATION ALIGNMENT
� CHST NB ALIGNMENT K2
� CHST SB ALIGNMENT K2
HYDRAULIC CROSSING
MA
TC
H
LI
NE ( C
B1022 )
SE
E
SU
BS
EC
TI
ON
HW
S 13°38’18" E
E 6363103.36
N 1983432.24
START STA 2029+93.14 (K2)
END STA 2029+61.16 (HW)
TIE IN TO SUBSECTION HW
RETENTION BASIN
00 200 200 40020 20 40
VER.1"=20’ HOR.1"=200’PROFILE
PLAN
CB3915
1
12/31/13 3 OF 15
CB1062
PLAN AND PROFILE
STA 2065+00 TO 2121+00
ALIGNMENT K2
R. COFFIN
200.00’
200.00’
ACCESS ROAD
ACCESS ROAD
KAWEAH SUBSECTION
MA
TC
H
LI
NE ( C
B1063 )
MA
TC
H
LI
NE ( C
B1061 )
160.00’
160.00’
A. POLING
J. BORGHESI
MA
TC
H
LI
NE ( C
B1061 )
MA
TC
H
LI
NE ( C
B1063 )
D. HUNT
(SOUTH OPTION)
JACKSON
TPSS502
STATION
UTILITY SWITCHING
(NORTH OPTION)
JACKSON
TPSS502
TALL ANTENNA TOWER
RADIO SITE WITH 100’
ANTENNA TOWER
RADIO SITE WITH 100’ TALL 220.00’
160.00’
220.00’
160.00’
� CHST NB ALIGNMENT K2
� CHST SB ALIGNMENT K2
UTILITY SWITCHING STATION
ROADWAY GRADE SEPARATION ALIGNMENT
115 KV LINE (NORTH OPTION)
RELOCATED HENRIETTA-KINGSBURG
115 KV LINE TO BE RELOCATED
EXISTING HENRIETTA-KINGSBURG
115 KV LINE (SOUTH OPTION)
RELOCATED HENRIETTA-KINGSBURG
CORCORAN SUBSTATIONS.
(BY OTHERS) FOR 27.1 MILES BETWEEN PG&E’S KINGSBURG AND
KINGSBURG-CORCORAN 2 X 115 KV LINES TO BE RECONSTRUCTED
FOR 3.9 MILES TO KINGSBURG-CORCORAN POWER LINES.
PROPOSED HV UTILITY POWER LINE TO BE CONSTRUCTED
CALIFORNIA HIGH-SPEED TRAIN PROJECT
AS SHOWN
c:\p
wworking\h
mm\external\frank.paler
mo01-arup.co
m\d
ms70815\
FB-
CB-1062.dgn
$P
LT
DR
VS$
$P
EN
TB
LS$
11:01:27
AM
12/31/2013
frank.paler
mo
Exc
Emb
STATION
CY
TOTAL
HSR 06-0003
SCALE
SHEET NO.
DRAWING NO.
CONTRACT NO.
DATE
IN CHARGE
CHECKED BY
DRAWN BY
DESIGNED BY
REV DATE BY CHK APP DESCRIPTION
FRESNO TO BAKERSFIELD
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
(BOTH TRACKS)
F-B TRACK PROFILE
140
160
180
200
220
240
260
280
300
320320
140
160
180
200
220
240
260
280
300
320320
2065+00 2070+00 2080+00 2090+00 2100+00 2110+00 2120+00
2068
+64.83
BV
C
EL
EV 221.35
2074
+64.83
EL
EV 220.11
2080
+64.83
EV
C
EL
EV 220.64
-0.206% 0.087%
VC=1200’
K=4095
FOR HST STRUCTURE
CLEARANCE ENVELOPE
(APPROX)
OG ALONG TRACK �
JA
CK
SO
N
AV
E
ROADWAY STRUCTURE5.50’
27.00’
2065+00 2070+00 2075+00 2080+00 2085+00 2090+00 2095+00 2100+00 2105+00 2110+00 2115+00 2120+00
S 13°38’18" E L=11965.50
JA
CK
SO
N
AV
E
12TH AVE
00 200 200 40020 20 40
VER.1"=20’ HOR.1"=200’PROFILE
PLAN 220 18006.00 2.80
MPH R (FT) EA (IN) EU (IN) LS (FT) LC (FT)CURVE #
36 8446.16
� CHST NB ALIGNMENT K2
� CHST SB ALIGNMENT K2
MA
TC
H
LI
NE ( C
B1062 )
MA
TC
H
LI
NE ( C
B1062 )
MA
TC
H
LI
NE ( C
B1064 )
MA
TC
H
LI
NE ( C
B1064 )
12/31/13 4 OF 15
CB1063
PLAN AND PROFILE
STA 2121+00 TO 2177+00
ALIGNMENT K2
R. COFFIN
KAWEAH SUBSECTION
A. POLING
J. BORGHESI
CB3915
1
D. HUNT
22008.25
HYDRAULIC CROSSING
HYDRAULIC CROSSINGHYDRAULIC CROSSING
HYDRAULIC CROSSING
36
DITCH REALIGNMENT
CALIFORNIA HIGH-SPEED TRAIN PROJECT
AS SHOWN
c:\p
wworking\h
mm\external\alexander.poling-arup.co
m\d
ms70815\
FB-
CB-1063.dgn
$P
LT
DR
VS$
$P
EN
TB
LS$
3:19:05
PM
12/10/2013
alexander.poling
Exc
Emb
STATION
CY
TOTAL
HSR 06-0003
SCALE
SHEET NO.
DRAWING NO.
CONTRACT NO.
DATE
IN CHARGE
CHECKED BY
DRAWN BY
DESIGNED BY
REV DATE BY CHK APP DESCRIPTION
FRESNO TO BAKERSFIELD
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
(BOTH TRACKS)
F-B TRACK PROFILE
DIT
CH
DIT
CH
DIT
CH
140
160
180
200
220
240
260
280
300
320320
140
160
180
200
220
240
260
280
300
320320
2121+00 2130+00 2140+00 2150+00 2160+00 2170+00 2177+00
2121
+77.71
BV
C
EL
EV 224.23
2127
+77.71
EL
EV 224.75
2133
+77.71
EV
C
EL
EV 223.75
0.087%
-0.167%
VC=1200’
K=4712
(APPROX)
OG ALONG TRACK �
DIT
CH
DIT
CH
RE
ALI
GN
ED
2120+00 2125+00 2130+00 2135+00 2140+00 2145+00 2150+00 2155+00 2160+00 2165+00 2170+002175+00
TS"
K2"2149
+58.64
SC"
K2"2167
+58.64
LS=1800S 13°38’18" E L=11965.50
LAKESIDE DITCH
DIT
CH
LAKESIDE DITCH
LAKESIDE DITCH
DIT
CH DIT
CH
DIT
CH
LAKESIDE DITCH
(BOTH TRACKS)
F-B TRACK PROFILE
KE
NT
AV
E
140
160
180
200
220
240
260
280
300
320320
140
160
180
200
220
240
260
280
300
320320
2177+00 2180+00 2190+00 2200+00 2210+00 2220+00 2230+00 2233+00
2203
+60.31
BV
C
EL
EV 212.07
2209
+60.31
EL
EV 211.06
2215
+60.31
EV
C
EL
EV 211.06
-0.167%0.000%
VC=1200’
K=7157
RE
ALI
GN
ED 11
TH
AV
E
FOR 11TH AVE
CLEARANCE ENVELOPE
10.50’
16.50’
(APPROX)
OG ALONG TRACK �
HST STRUCTURE
DIT
CH
9.50’
16.50’
EXIS
TI
NG 11
TH
AV
E
HST STRUCTURE
FOR KENT AVE
CLEARANCE ENVELOPE
2175+00
2180+00
2185+002190+00
2195+002200+00 2205+00 2210+00 2215+00 2220+00
2225+002230+00
2235+00
CALIFORNIA HIGH-SPEED TRAIN PROJECT
AS SHOWN
c:\p
wworking\h
mm\external\alexander.poling-arup.co
m\d
ms70815\
FB-
CB-1064.dgn
$P
LT
DR
VS$
$P
EN
TB
LS$
3:20:30
PM
12/10/2013
alexander.poling
Exc
Emb
STATION
CY
TOTAL
HSR 06-0003
SCALE
SHEET NO.
DRAWING NO.
CONTRACT NO.
DATE
IN CHARGE
CHECKED BY
DRAWN BY
DESIGNED BY
REV DATE BY CHK APP DESCRIPTION
FRESNO TO BAKERSFIELD
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
11TH AVE
11TH AVE
KE
NT
AV
E
00 200 200 40020 20 40
VER.1"=20’ HOR.1"=200’PROFILE
PLAN
CB3915
1
5 OF 15
CB1064
PLAN AND PROFILE
STA 2177+00 TO 2233+00
ALIGNMENT K2
R. COFFIN
220 18006.00 2.80
MPH R (FT) EA (IN) EU (IN) LS (FT) LC (FT)CURVE #
36 8446.16
KAWEAH SUBSECTION
MA
TC
H
LI
NE ( C
B1063 )
MA
TC
H
LI
NE ( C
B1063 )
MA
TC
H
LI
NE ( C
B1065 )
MA
TC
H
LI
NE ( C
B1065 )
A. POLING
J. BORGHESI
12/31/13
D. HUNT
22008.25
ROADWAY GRADE SEPARATION ALIGNMENT
ROADWAY GRADE SEPARATION ALIGNMENT
36
REALIGNED 11TH AVE
ROADWAY TO BE CLOSED
� CHST NB ALIGNMENT K2
� CHST SB ALIGNMENT K2
RETENTION BASIN
RETENTION BASIN
OPTION)
(NORTH
SRS7
ROAD
ACCESS OPTION)
(SOUTH
SRS7
ROAD
ACCESS
9.50’
16.50’
ME
LG
A
CA
NA
LR
EA
LI
GN
ED
DIT
CH
RE
ALI
GN
ED
FOR KANSAS AVE
CLEARANCE ENVELOPE
140
160
180
200
220
240
260
280
300
320320
140
160
180
200
220
240
260
280
300
320320
2233+00 2240+00 2250+00 2260+00 2270+00 2280+00 2289+00
0.000%
RE
ALI
GN
ED
KA
NS
AS
AV
E
(BOTH TRACKS)
F-B TRACK PROFILE
HST STRUCTURE
DIT
CH
ME
LG
A
CA
NA
L
EXIS
TI
NG
KA
NS
AS
AV
E
(APPROX)
OG ALONG TRACK �
CALIFORNIA HIGH-SPEED TRAIN PROJECT
AS SHOWN
c:\p
wworking\h
mm\external\alexander.poling-arup.co
m\d
ms70815\
FB-
CB-1065.dgn
$P
LT
DR
VS$
$P
EN
TB
LS$
3:21:38
PM
12/10/2013
alexander.poling
Exc
Emb
STATION
CY
TOTAL
HSR 06-0003
SCALE
SHEET NO.
DRAWING NO.
CONTRACT NO.
DATE
IN CHARGE
CHECKED BY
DRAWN BY
DESIGNED BY
REV DATE BY CHK APP DESCRIPTION
FRESNO TO BAKERSFIELD
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
2235+002240+00
2245+00 2250+00 2255+00 2260+00 2265+00 2270+00 2275+00 2280+00 2285+00 2290+00
CS"
K2"2252
+04.80
ST"
K2"2270
+04.80
TS"
K2"2283
+42.58
LS=1800
S 40°18’46" E L=1337.78LS=1600
LA
KESID
E
DIT
CH
MEL
GA C
AN
AL
10 1/2
AVE
DIT
CH
KA
NS
AS
AVE
00 200 200 40020 20 40
VER.1"=20’ HOR.1"=200’PROFILE
PLAN
CB3915
1
12/31/13 6 OF 15
CB1065
PLAN AND PROFILE
STA 2233+00 TO 2289+00
ALIGNMENT K2
R. COFFIN
220 18006.00 2.80
MPH R (FT) EA (IN) EU (IN) LS (FT) LC (FT)CURVE #
36 8446.16
� CHST NB ALIGNMENT K2
� CHST SB ALIGNMENT K2
KAWEAH SUBSECTION
MA
TC
H
LI
NE ( C
B1066 )
MA
TC
H
LI
NE ( C
B1064 )
MA
TC
H
LI
NE ( C
B1066 )
A. POLING
J. BORGHESI
MA
TC
H
LI
NE ( C
B1064 )
REALIGNED KANSAS AVE
D. HUNT
22008.25
ROADWAY GRADE SEPARATION ALIGNMENT
36HYDRAULIC CROSSING
HYDRAULIC CROSSING
CANAL REALIGNMENT
DITCH REALIGNMENT
REALIGNED 11TH AVE
MEL
GA C
AN
AL
KA
NS
AS
AVE
RETENTION BASIN
CALIFORNIA HIGH-SPEED TRAIN PROJECT
AS SHOWN
c:\p
wworking\h
mm\external\alexander.poling-arup.co
m\d
ms70815\
FB-
CB-1066.dgn
$P
LT
DR
VS$
$P
EN
TB
LS$
3:22:44
PM
12/10/2013
alexander.poling
Exc
Emb
STATION
CY
TOTAL
HSR 06-0003
SCALE
SHEET NO.
DRAWING NO.
CONTRACT NO.
DATE
IN CHARGE
CHECKED BY
DRAWN BY
DESIGNED BY
REV DATE BY CHK APP DESCRIPTION
FRESNO TO BAKERSFIELD
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
(BOTH TRACKS)
F-B TRACK PROFILE
10
TH
AV
E
EXIS
TI
NG
LA
KE
SI
DE
DIT
CH
(APPROX)
OG ALONG TRACK �
LA
NSI
NG
AV
E
140
160
180
200
220
240
260
280
300
140
160
180
200
220
240
260
280
300
2290+00 2300+00 2310+00 2320+00 2330+00 2340+00 2345+00
2337
+75.25
BV
C
EL
EV 211.11
2343
+75.25
EL
EV 211.11
0.000%
VC=1200’
K=5252
27.00’
FOR HST STRUCTURE
CLEARANCE ENVELOPE
6.00’
ROADWAY STRUCTURE
RE
ALI
GN
ED
LA
KE
SI
DE
DIT
CH
RE
ALI
GN
ED
DIT
CH
2290+00 2295+00 2300+00 2305+00 2310+00 2315+00 2320+00 2325+00 2330+002335+00
2340+002345+00
SC"
K2"2299
+42.58
LS=1600
9 1/2
AVE
10T
H
AVE
LA
KESID
E
DIT
CH
9 1/2
AVE
BNSF
LA
NSIN
G
AVE
00 200 200 40020 20 40
VER.1"=20’ HOR.1"=200’PROFILE
PLAN250 45000 16003.75 1.81
MPH R (FT) EA (IN) EU (IN) LS (FT) LC (FT)CURVE #
37 6232.59
ACCESS ROAD
80.00’
120.00’
MA
TC
H
LI
NE ( C
B1065 )
MA
TC
H
LI
NE ( C
B1065 )
MA
TC
H
LI
NE ( C
B1067 )
MA
TC
H
LI
NE ( C
B1067 )
12/31/13 7 OF 15
KAWEAH SUBSECTION
A. POLING
J. BORGHESI
R. COFFIN
CB1066
ALIGNMNET K2
STA 2289+00 TO 2345+00
PLAN AND PROFILE
CB3915
1
D. HUNT
ROADWAY GRADE SEPARATION ALIGNMENT
37
(WEST OPTION)
PS526 LANSING
TALL ANTENNA TOWER
RADIO SITE WITH 100’
� CHST NB ALIGNMENT K2
� CHST SB ALIGNMENT K2
HYDRAULIC CROSSING
DITCH REALIGNMENT
BE CLOSED
ROADWAY TO
DITCH REALIGNMENT
HYDRAULIC CROSSING
(BOTH TRACKS)
F-B TRACK PROFILE
140
160
180
200
220
240
260
280
300
140
160
180
200
220
240
260
280
300
2345+00 2350+00 2360+00 2370+00 2380+00 2390+00 2400+00
2349
+75.25
EV
C
EL
EV 212.48
0.229%VC=1200’
K=5252
100 YEAR FLOOD ELEVATION.
SEE "FRESNO TO BAKERSFIELD
HYDROLOGY, HYDRAULICS, AND
DRAINAGE REPORT".
FL
OO
DP
LAI
N
CR
OS
S
CR
EE
K
LI
MIT
S
OF
(APPROX)
OG ALONG TRACK �
RE
ALI
GN
ED
DIT
CH
DIT
CH
FL
OO
DP
LAI
N
100
YR
FE
MA
LI
MIT
S
OF
LA
NSIN
G
AV
E
DIT
CH
LA
NSIN
G
AV
E
9 1/2 AVE DIT
CH
BNSF
DIT
CH
CALIFORNIA HIGH-SPEED TRAIN PROJECT
AS SHOWN
c:\p
wworking\h
mm\external\alexander.poling-arup.co
m\d
ms70815\
FB-
CB-1067.dgn
$P
LT
DR
VS$
$P
EN
TB
LS$
3:23:42
PM
12/10/2013
alexander.poling
Exc
Emb
STATION
CY
TOTAL
HSR 06-0003
SCALE
SHEET NO.
DRAWING NO.
CONTRACT NO.
DATE
IN CHARGE
CHECKED BY
DRAWN BY
DESIGNED BY
REV DATE BY CHK APP DESCRIPTION
FRESNO TO BAKERSFIELD
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
2345+002350+00 2355+00 2360+00 2365+00 2370+00 2375+00 2380+00 2385+00 2390+00 2395+00 2400+00
CS"
K2"2361
+75.17
ST"
K2"2377
+75.17
LS=1600 S 30°20’24" E L=22395.14
00 200 200 40020 20 40
VER.1"=20’ HOR.1"=200’PROFILE
PLAN
CB3915
1
12/31/13 8 OF 15
37
CB1067
PLAN AND PROFILE
STA 2345+00 TO 2401+00
ALIGNMENT K2
R. COFFIN
250 45000 16003.75 1.81
MPH R (FT) EA (IN) EU (IN) LS (FT) LC (FT)CURVE #
37 6232.59
DITCH
� CHST NB ALIGNMENT K2
� CHST SB ALIGNMENT K2
KAWEAH SUBSECTION
MA
TC
H
LI
NE ( C
B1066 )
MA
TC
H
LI
NE ( C
B1066 )
MA
TC
H
LI
NE ( C
B1068 )
MA
TC
H
LI
NE ( C
B1068 )
CB3915
2
OF FLOOD FLOWS AND WILDLIFE MUST BE MAINTAINED.
SUBJECT TO APPROVAL OF THE APPROPRIATE AGENCIES. SAFE PASSAGE
EMBANKMENT OR AN ALTERNATIVE STRUCTURE TYPE MAY BE PROVIDED
A. POLING
J. BORGHESI
80.00’
ACCESS ROAD
120.00’
D. HUNT
(EAST OPTION)
PS526 LANSING
100’ TALL ANTENNA
RADIO SITE WITH
DITCH REALIGNMENT
HYDRAULIC CROSSING
HYDRAULIC CROSSING
RETAINING WALL
DITCH REALIGNMENTEND OF DITCH
CROSS CREEK (K1-K6) AND TAUSSIG AVENUE (L1-K4)
WILDLIFE CROSSING TO BE PROVIDED AS REQUIRED BETWEEN
ROADWAY GRADE SEPARATION ALIGNMENT
2374
+40
RE
TAI
NI
NG
WA
LL
EA
RT
HW
OR
KS
CALIFORNIA HIGH-SPEED TRAIN PROJECT
AS SHOWN
c:\p
wworking\h
mm\external\paul.tonkin01-arup.co
m\d
ms70815\
FB-
CB-1068.dgn
$P
LT
DR
VS$
$P
EN
TB
LS$
7:57:52
PM
12/12/2013
paul.tonkin
Exc
Emb
STATION
CY
TOTAL
HSR 06-0003
SCALE
SHEET NO.
DRAWING NO.
CONTRACT NO.
DATE
IN CHARGE
CHECKED BY
DRAWN BY
DESIGNED BY
REV DATE BY CHK APP DESCRIPTION
FRESNO TO BAKERSFIELD
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
DIT
CH
DIT
CH
RE
ALI
GN
ED
(BOTH TRACKS)
F-B TRACK PROFILE
140
160
180
200
220
240
260
280
300
140
160
180
200
220
240
260
280
300
2401+00 2410+00 2420+00 2430+00 2440+00 2450+00 2457+00
2403
+95.38
BV
C
EL
EV 224.89
2409
+95.38
EL
EV 226.26
2415
+95.38
EV
C
EL
EV 226.26
0.229%0.000%
VC=1200’
K=5243
100 YEAR FLOOD ELEVATION.
SEE "FRESNO TO BAKERSFIELD
HYDROLOGY, HYDRAULICS, AND
DRAINAGE REPORT".
(APPROX)
OG ALONG TRACK �
LI
MIT
OF
CV
FP
B
DE
SI
GN
AT
ED
FL
OO
DW
AY
BNSF
DITCH
DITCH
DIT
CH
DIT
CH
CR
OSS CREE
K
2400+00 2405+00 2410+00 2415+00 2420+00 2425+00 2430+00 2435+00 2440+00 2445+00 2450+00 2455+00
S 30°20’24" E L=22395.14
00 200 200 40020 20 40
VER.1"=20’ HOR.1"=200’PROFILE
PLAN
CB3915
2
12/31/13 9 OF 15
HSR 06-0003
CB1068
PLAN AND PROFILE
STA 2401+00 TO 2457+00
ALIGNMENT K2
R. COFFIN
VIADUCT
� CHST NB ALIGNMENT K2
� CHST SB ALIGNMENT K2
KAWEAH SUBSECTION
MA
TC
H
LI
NE ( C
B1069 )
MA
TC
H
LI
NE ( C
B1069 )
MA
TC
H
LI
NE ( C
B1067 )
MA
TC
H
LI
NE ( C
B1067 )
A. POLING
J. BORGHESI
D. HUNT
OF FLOOD FLOWS AND WILDLIFE MUST BE MAINTAINED.
SUBJECT TO APPROVAL OF THE APPROPRIATE AGENCIES. SAFE PASSAGE
EMBANKMENT OR AN ALTERNATIVE STRUCTURE TYPE MAY BE PROVIDED
3
CB3916
RETAINING WALL
LADDER ACCESS TURNAROUND
DITCH REALIGNMENT
DITCH REALIGNMENTEND OF DITCH
END OF DITCH
TURNAROUND
LADDER ACCESS
DITCH REALIGNMENT
TURNAROUND
MAINTENANCE
CROSS CREEK (K1-K6) AND TAUSSIG AVENUE (L1-L4)
WILDLIFE CROSSING TO BE PROVIDED AS REQUIRED BETWEEN
HYDRAULIC CROSSING
END OF DITCH
ST
A 2405
+73
VI
AD
UC
T
RE
TAI
NI
NG
WA
LL
(BOTH TRACKS)
F-B TRACK PROFILE
DIT
CH
140
160
180
200
220
240
260
280
300
140
160
180
200
220
240
260
280
300
2457+00 2460+00 2470+00 2480+00 2490+00 2500+00 2510+00 2513+00
0.000%
100 YEAR FLOOD ELEVATION.
SEE "FRESNO TO BAKERSFIELD
HYDROLOGY, HYDRAULICS, AND
DRAINAGE REPORT".
7.50’
CROSS CREEK LEVEE
CLEARANCE ENVELOPE FOR
CROSS CREEK LEVEE
CLEARANCE ENVELOPE FOR
CR
OS
S
CR
EE
K DIT
CH16.00’
16.00’
DIT
CH
HST STRUCTURE
(APPROX)
OG ALONG TRACK �
2460+00 2465+00 2470+00 2475+00 2480+00 2485+00 2490+00 2495+00 2500+00 2505+00 2510+00
S 30°20’24" E L=22395.14
CALIFORNIA HIGH-SPEED TRAIN PROJECT
AS SHOWN
c:\p
wworking\h
mm\external\paul.tonkin01-arup.co
m\d
ms70815\
FB-
CB-1069.dgn
$P
LT
DR
VS$
$P
EN
TB
LS$
8:03:29
PM
12/12/2013
paul.tonkin
Exc
Emb
STATION
CY
TOTAL
HSR 06-0003
SCALE
SHEET NO.
DRAWING NO.
CONTRACT NO.
DATE
IN CHARGE
CHECKED BY
DRAWN BY
DESIGNED BY
REV DATE BY CHK APP DESCRIPTION
FRESNO TO BAKERSFIELD
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
CR
OSS CREE
K
CR
OSS CREE
K
BNSF
DIT
CH
CANAL
STATE ROUTE 43
00 200 200 40020 20 40
VER.1"=20’ HOR.1"=200’PROFILE
PLAN
3
12/31/13
CB1069
PLAN AND PROFILE
STA 2457+00 TO 2513+00
ALIGNMENT K2
R. COFFIN
� CHST NB ALIGNMENT K2
� CHST SB ALIGNMENT K2
VIADUCT
10 OF 15
KAWEAH SUBSECTION
MA
TC
H
LI
NE ( C
B1068 )
MA
TC
H
LI
NE ( C
B1068 )
CB3916
MA
TC
H
LI
NE ( C
B1070 )
MA
TC
H
LI
NE ( C
B1070 )
ACCESS ROAD
OF FLOOD FLOWS AND WILDLIFE MUST BE MAINTAINED.
SUBJECT TO APPROVAL OF THE APPROPRIATE AGENCIES. SAFE PASSAGE
EMBANKMENT OR AN ALTERNATIVE STRUCTURE TYPE MAY BE PROVIDED
A. POLING
J. BORGHESI
D. HUNT
FACILITY
WITHIN 250’ OF WAYSIDE
LEVEL ACCESS TO BE MADE
GROUND LEVEL TO TRACK
SRS8 (NORTH OPTION)FOR COMPOUND
TO BE PROVIDED
FLOOD PROTECTION
FACILITY
TO BE MADE WITHIN 250’ OF WAYSIDE
GROUND LEVEL TO TRACK LEVEL ACCESS
SRS8 (SOUTH OPTION)
HYDRAULIC CROSSING
LADDER ACCESS TURNAROUND
REALIGNMENT
DITCH
CROSS CREEK (K1-K6) AND TAUSSIG AVENUE (L1-L4)
WILDLIFE CROSSING TO BE PROVIDED AS REQUIRED BETWEEN
AROUNDTURN
MAINTENANCE
END OF DITCH3
CB3916
CROSS CREEK
5
CB3917
TRUSS
STEEL
AERIAL
VIADUCT
ST
A 2457
+55
ST
EE
L
TR
US
S
VI
AD
UC
T
ST
A 2460
+77
VI
AD
UC
T
ST
EE
L
TR
US
S
CALIFORNIA HIGH-SPEED TRAIN PROJECT
AS SHOWN
c:\p
wworking\h
mm\external\paul.tonkin01-arup.co
m\d
ms70815\
FB-
CB-1070.dgn
$P
LT
DR
VS$
$P
EN
TB
LS$
8:16:03
PM
12/12/2013
paul.tonkin
Exc
Emb
STATION
CY
TOTAL
HSR 06-0003
SCALE
SHEET NO.
DRAWING NO.
CONTRACT NO.
DATE
IN CHARGE
CHECKED BY
DRAWN BY
DESIGNED BY
REV DATE BY CHK APP DESCRIPTION
FRESNO TO BAKERSFIELD
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
(BOTH TRACKS)
F-B TRACK PROFILE
LI
MIT
OF
CV
FP
B
DE
SI
GN
AT
ED
FL
OO
DW
AY
140
160
180
200
220
240
260
280
300
140
160
180
200
220
240
260
280
300
2513+00 2520+00 2530+00 2540+00 2550+00 2560+00 2569+00
2545
+70.38
BV
C
EL
EV 226.26
2552
+70.38
EL
EV 226.26
2559
+70.38
EV
C
EL
EV 222.49
0.000%
-0.538%
VC=1400’
K=2601
100 YEAR FLOOD ELEVATION.
SEE "FRESNO TO BAKERSFIELD
HYDROLOGY, HYDRAULICS, AND
DRAINAGE REPORT".
CA
NA
L
(APPROX)
OG ALONG TRACK �
STATE ROUTE 43
BNSF BNSF
LA
KEL
AN
D
CA
NAL
2515+00 2520+00 2525+00 2530+00 2535+00 2540+00 2545+00 2550+00 2555+00 2560+00 2565+00 2570+00
S 30°20’24" E L=22395.14
00 200 200 40020 20 40
VER.1"=20’ HOR.1"=200’PROFILE
PLAN
3
12/31/13
CB1070
PLAN AND PROFILE
STA 2513+00 TO 2569+00
ALIGNMENT K2
R. COFFIN
2
VIADUCT
11 OF 15
KAWEAH SUBSECTION
MA
TC
H
LI
NE ( C
B1069 )
MA
TC
H
LI
NE ( C
B1069 )
MA
TC
H
LI
NE ( C
B1071 )
MA
TC
H
LI
NE ( C
B1071 )
CB3915CB3916
OF FLOOD FLOWS AND WILDLIFE MUST BE MAINTAINED.
SUBJECT TO APPROVAL OF THE APPROPRIATE AGENCIES. SAFE PASSAGE
EMBANKMENT OR AN ALTERNATIVE STRUCTURE TYPE MAY BE PROVIDED
J. BORGHESI
A. POLING
� CHST NB ALIGNMENT K2
D. HUNT
ACCESS ROAD
� CHST SB ALIGNMENT K2
(0.4 MILES)
CONNECTS TO NEVADA AVE
SYSTEMS FACILITY ACCESS ROAD
CANAL REALIGNMENT
RETAINING WALL
TURNAROUND
LADDER ACCESS
TURNAROUND
LADDER ACCESS
CROSS CREEK (K1-K6) AND TAUSSIG AVENUE (L1-L4)
WILDLIFE CROSSING TO BE PROVIDED AS REQUIRED BETWEEN
HYDRAULIC CROSSING
RETENTION BASIN
ST
A 2554
+98
RE
TAI
NI
NG
WA
LL
VI
AD
UC
T
CALIFORNIA HIGH-SPEED TRAIN PROJECT
AS SHOWN
c:\p
wworking\h
mm\external\alexander.poling-arup.co
m\d
ms70815\
FB-
CB-1071.dgn
$P
LT
DR
VS$
$P
EN
TB
LS$
3:29:33
PM
12/10/2013
alexander.poling
Exc
Emb
STATION
CY
TOTAL
HSR 06-0003
SCALE
SHEET NO.
DRAWING NO.
CONTRACT NO.
DATE
IN CHARGE
CHECKED BY
DRAWN BY
DESIGNED BY
REV DATE BY CHK APP DESCRIPTION
FRESNO TO BAKERSFIELD
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
NE
VA
DA
AV
EC
AN
AL
(BOTH TRACKS)
F-B TRACK PROFILE
140
160
180
200
220
240
260
280
300
320320
140
160
180
200
220
240
260
280
300
2570+00 2580+00 2590+00 2600+00
2571
+70.38
BV
C
EL
EV 216.03
2577
+70.38
EL
EV 212.80
2583
+70.38
EV
C
EL
EV 211.64
-0.538%
-0.193%
VC=1200’
K=3475
100 YEAR FLOOD ELEVATION.
SEE "FRESNO TO BAKERSFIELD
HYDROLOGY, HYDRAULICS, AND
DRAINAGE REPORT".
LI
MIT
S
OF
CR
OS
S
CR
EE
K
FE
MA
FL
OO
DP
LAI
N
CA
NA
L
FOR HST STRUCTURE
CLEARANCE ENVELOPE
EXISIT
NG
NE
VA
DA
AV
E
EL
EV 208.17
2601
+70.32
LI
MIT
S
OF 100
YR
FE
MA
FL
OO
DP
LAI
N27.00’
6.00’
STRUCTURE
ROADWAY
(APPROX)
OG ALONG TRACK �
RE
ALI
GN
ED
NE
VA
DA
AV
E
2570+00 2575+00 2580+00 2585+00 2590+00 2595+00 2600+00
PO
T"
K2"2601
+70.32
S 30°20’24" E L=22395.14
00 200 200 40020 20 40
VER.1"=20’ HOR.1"=200’PROFILE
PLAN
2
12/31/13
CB1071
PLAN AND PROFILE
STA 2569+00 TO 2601+70
ALIGNMENT K2
R. COFFIN
� CHST NB ALIGNMENT K2
12 OF 15
KAWEAH SUBSECTION
MA
TC
H
LI
NE ( C
B1070 )
MA
TC
H
LI
NE ( C
B1070 )
SE
E
SU
BS
EC
TI
ON
C3
MA
TC
H
LI
NE ( C
B1911 )
CB3915
� CHST SB ALIGNMENT K2
ACCESS ROAD
A. POLING
J. BORGHESI
D. HUNT
4
CB3916
REALIGNED CANAL
(0.4 MILES)
ROAD CONNECTS TO NEVADA AVE
SYSTEMS FACILITY ACCESS
TOWER
100’ TALL ANTENNA
RADIO SITE WITH
(NORTH OPTION)
PS527 NEVADA
S 30°20’24" E
E 6388948.91
N 1933161.68
START STA 2634+47.80 (C3)
END STA 2601+70.32 (K2)
TIE IN TO SUBSECTION C3
120.00’
80.00’
REALIGNED NEVADA AVE
ROADWAY GRADE SEPARATION REALIGNMENT
HYDRAULIC CROSSING
SE
E
SU
BS
EC
TI
ON
C3
MA
TC
H
LI
NE ( C
B1911 )
HYDRAULIC CROSSING
RETAINING WALL
CROSS CREEK (K1-K6) AND TAUSSIG AVENUE (L1-L4)
WILDLIFE CROSSING TO BE PROVIDED AS REQUIRED BETWEEN
ST
A 2578
+95
EA
RT
HW
OR
KS
RE
TAI
NI
NG
WA
LL
12/31/13
HSR 06-0003
CB3915
ALIGNMENT K2
R. COFFIN
0
1"=10’
10 10 20
TWIN TRACK AT GRADE
13 OF 15
SECTION 1
SECTION 2
KAWEAH SUBSECTION
A. POLING
J. BORGHESI
D. HUNT
STA 2029+93 THROUGH 2374+40
TWIN TRACK ON RETAINED EMBANKMENT ADJACENT TO BNSF
THE CURVE DATA TABLES.
OF APPLIED SUPERELEVATION IS SHOWN IN
SUPERELEVATION IS NOT SHOWN. THE AMOUNT2.
TRACKFORM SHOWN IS INDICATIVE.1.
NOTES:
STA 2554+98 THROUGH 2578+95
STA 2374+40 THROUGH 2405+73
TYPICAL SECTIONS
CALIFORNIA HIGH-SPEED TRAIN PROJECT
AS SHOWN
c:\p
wworking\h
mm\external\alexander.poling-arup.co
m\d
ms70815\
FB-
CB-3915.dgn
$P
LT
DR
VS$
$P
EN
TB
LS$
3:30:12
PM
12/10/2013
alexander.poling
HSR 06-0003
SCALE
SHEET NO.
DRAWING NO.
CONTRACT NO.
DATE
IN CHARGE
CHECKED BY
DRAWN BY
DESIGNED BY
REV DATE BY CHK APP DESCRIPTION
FRESNO TO BAKERSFIELD
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
CABLE TROUGH (TYP)
2
1
EMBANKMENT (TYP)
OCS POLE (TYP)
FENCE (TYP)
3.00’ WALKWAY
OG
41.08’ - VARIES10.67’16.50’10.67’41.08’ - VARIES
1
2
HST
�
OG
3.00’ WALKWAY
120.00’ - TYPICAL - PROPOSED HST CORRIDOR
10’ MIN SWALE (TYP)
HST
�
FENCE (TYP)
8.0’ T
O 30.0’
BNSF
�
OG
FENCE (TYP)
DRAIN (TYP)CABLE TROUGH (TYP)
RETAINING WALL (TYP)EXISTING EMBANKMENT
OG
10.67’16.50’10.67’
3.00’ WALKWAY3.00’ WALKWAY
VA
RIE
S
20.00’
118.25’ - PROPOSED HST CORRIDOR
60.00’
102.00’ - MIN
55’-80’ - VARIES - APPROX60.00’ - TYPICAL
100.00’ - VARIES - BNSF CORRIDOR
50.00’ - TYPICAL 50.00’ - TYPICAL
10’ MIN SWALE (TYP)
12/31/13
HSR 06-0003
CB3916
ALIGNMENT K2
R. COFFIN
0
1"=10’
10 10 20
TWIN TRACK AERIAL VIADUCT
SECTION 3
14 OF 15
KAWEAH SUBSECTION
A. POLING
J. BORGHESI
D. HUNT
SECTION 4TWIN TRACK ADJACENT TO SINGLE TRACK BNSF
STA 2578+95 TO 2601+70
STRUCTURAL CROSS SECTIONS.
FOR STRUCTURE DIMENSIONS SEE 3.
THE CURVE DATA TABLES.
OF APPLIED SUPERELEVATION IS SHOWN IN
SUPERELEVATION IS NOT SHOWN. THE AMOUNT2.
TRACKFORM SHOWN IS INDICATIVE.1.
NOTES:
TYPICAL SECTIONS
STA 2460+77 TO 2554+98
STA 2405+73 TO 2457+55
CALIFORNIA HIGH-SPEED TRAIN PROJECT
AS SHOWN
c:\p
wworking\h
mm\external\alexander.poling-arup.co
m\d
ms70815\
FB-
CB-3916.dgn
$P
LT
DR
VS$
$P
EN
TB
LS$
3:30:38
PM
12/10/2013
alexander.poling
HSR 06-0003
SCALE
SHEET NO.
DRAWING NO.
CONTRACT NO.
DATE
IN CHARGE
CHECKED BY
DRAWN BY
DESIGNED BY
REV DATE BY CHK APP DESCRIPTION
FRESNO TO BAKERSFIELD
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
16.50’10.67’ 10.67’
OCS POLE (TYP)
CABLE TROUGH (TYP)
HST
�
3.00’ WALKWAY 3.00’ WALKWAY
80.00’ TYPICAL - PROPOSED HST CORRIDOR
16.50’
OCS POLE (TYP)
OG
100.00’ - VARIES - BNSF CORRIDOR
2
1
3.00’ WALKWAY
102.00’ MIN
3.00’ WALKWAY
10.67’
10’ MIN SWALE (TYP) 10’ MIN SWALE (TYP)
FENCE (TYP)
HST
�
1
2
(TYP)
CABLE TROUGH
136.00’ - TYPICAL - PROPOSED HST CORRIDOR
48.83’ - VARIES10.67’
50.00’ - TYPICAL 50.00’ - TYPICAL
60.00’ - TYPICAL - 55’-80’ - VARIES
EMBANKMENT
BNSF
�
12/31/13
HSR 06-0003
CB3917
ALIGNMENT K2
R. COFFIN
0
1"=10’
10 10 20
15 OF 15
KAWEAH SUBSECTION
A. POLING
J. BORGHESI
D. HUNT
STRUCTURAL CROSS SECTIONS.
FOR STRUCTURE DIMENSIONS SEE 3.
THE CURVE DATA TABLES.
OF APPLIED SUPERELEVATION IS SHOWN IN
SUPERELEVATION IS NOT SHOWN. THE AMOUNT2.
TRACKFORM SHOWN IS INDICATIVE.1.
NOTES:
TYPICAL SECTIONS
SECTION 5TWIN TRACK TRUSS
STA 2457+55 TO 2460+77
CALIFORNIA HIGH-SPEED TRAIN PROJECT
AS SHOWN
c:\p
wworking\h
mm\external\paul.tonkin01-arup.co
m\d
ms70815\
FB-
CB-3917.dgn
$P
LT
DR
VS$
$P
EN
TB
LS$
8:20:20
PM
12/12/2013
paul.tonkin
HSR 06-0003
SCALE
SHEET NO.
DRAWING NO.
CONTRACT NO.
DATE
IN CHARGE
CHECKED BY
DRAWN BY
DESIGNED BY
REV DATE BY CHK APP DESCRIPTION
FRESNO TO BAKERSFIELD
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
80.00’ - TYPICAL - PROPOSED HST CORRIDOR
CABLE TROUGH (TYP)
29.50’
MI
N
HST
�
3.00’ WALKWAY3.00’ WALKWAY
10.67’16.50’10.67’
DRAWING NO.
SCALE
SHEET NO.
eron.sudhausen
12/9/2013
CONTRACT NO.
DATE
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
FRESNO TO BAKERSFIELD
c:\p
wworking\h
mm\external\eron.sudhausen-arup.co
m\d0125353\
FB-
CB-1100-
K3.dgn
5:38:18
PM
CALIFORNIA HIGH-SPEED TRAIN PROJECT
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
12/31/13 1 OF 16
CB1100
AS SHOWN
E. TANAKA
ALIGNMENT K3
CB1101
KEY MAP
CB1102
CB1103
CB1104
CB1105
CB1106 CB1107
CB110
8
CB110
9
A. POLING HSR 06-0003
0 0 2000 2000
1"-2000’
4000
LEGENDLEGEND
PROPOSED CHST
R. COFFIN
KAWEAH SUBSECTION
CB111
0
CROSS CREEK
RAILROAD
EXISTING FREIGHT
6TH AVE
KA
NS
AS
AV
E
LA
NSI
NG
AV
E
STATE ROUTE 43
6TH AVE
NE
VA
DA
AV
E
SU
BS
EC
TIO
N
C3
SU
BS
EC
TI
ON
H
STATE ROUTE
43
ID
AH
O
AV
E
STA. 2073+97 TO 2634+00
D. HUNT
BNSF
DRAWING NO.
SCALE
SHEET NO.
paul.tonkin
12/23/2013
CONTRACT NO.
DATE
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
FRESNO TO BAKERSFIELD
c:\p
wworking\h
mm\external\paul.tonkin01-arup.co
m\d0125353\
FB-
CB-1101-
K3.dgn
5:44:08
PM
CALIFORNIA HIGH-SPEED TRAIN PROJECT
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
ID
AH
O
AV
E
27.00’
7.00’
(BOTH TRACKS)
F-B TRACK PROFILE
(APPROX)
OG ALONG TRACK �
ROADWAY STRUCTURE
FOR HST
CLEARANCE ENVELOPE
DIT
CH
RE
ALI
GN
ME
NT
DIT
CH
140
160
180
200
220
240
260
280
300
320320
140
160
180
200
220
240
260
280
300
320320
2073+97 2080+00 2090+00 2100+00 2110+00 2120+00 2130+00
2073
+97.00
EL
EV 242.03
-0.076%
LA
KE
SI
DE
DIT
CH
2075+00 2080+00 2085+00 2090+00 2095+00 2100+00 2105+00 2110+00 2115+00 2120+00 2125+00 2130+00
PO
T"
K3" 2073
+97.00
TS"
K3" 2106
+04.70
ï »¿S 0î��17’55" W L=32 LS=2500
2 OF 16
E. TANAKA
AS SHOWN
CB1101
PLAN AND PROFILE
ALIGNMENT K3
MA
TC
H
LI
NE ( C
B1102 )
MA
TC
H
LI
NE ( C
B1102 )
ID
AH
O
AV
E
12/31/13
A. POLING HSR 06-0003
R. COFFIN
KAWEAH SUBSECTION
MA
TC
H
LI
NE ( C
B1831 ) -
SE
E
SU
BS
EC
TI
ON
HM
AT
CH
LI
NE ( C
B1831 ) -
SE
E
SU
BS
EC
TI
ON
H
1
CB3161
00 200 200 40020 20 40
VER.1"=20’ HOR.1"=200’PROFILE
Exc
Emb
STATION
CY
TOTAL
PLAN
ROADWAY GRADE SEPARATION ALIGNMENT
STA. 2073+97 TO 2130+00
OPTION)
(NORTH
SRS6B
OPTION)
(SOUTH
SRS6B
ACCESS ROAD
� CHST NB ALIGNMENT K3
� CHST SB ALIGNMENT K3
HYDRAULIC CROSSING
DITCH REALIGNMENT
HYDRAULIC CROSSING
D. HUNT
DIT
CH
DITCH REALIGNMENT
LA
KE
SI
DE
DIT
CH
E 6387334.59
N 1986249.08
START STA 2073+97.00 (K3)
END STA 2144+63 (H)
TIE IN TO SUBSECTION H
DRAWING NO.
SCALE
SHEET NO.
frank.paler
mo
12/31/2013
CONTRACT NO.
DATE
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
FRESNO TO BAKERSFIELD
c:\p
wworking\h
mm\external\frank.paler
mo01-arup.co
m\d0125353\
FB-
CB-1102-
K3.dgn
11:27:00
AM
CALIFORNIA HIGH-SPEED TRAIN PROJECT
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
JA
CK
SO
N
AV
E
27.00’
7.00’
(BOTH TRACKS)
F-B TRACK PROFILE
(APPROX)
OG ALONG TRACK �
FOR HST
CLEARANCE ENVELOPE
ROADWAY STRUCTURE
140
160
180
200
220
240
260
280
300
320320
140
160
180
200
220
240
260
280
300
320320
2130+00 2140+00 2150+00 2160+00 2170+00 2180+00 2186+00
2144
+30.00
BV
C
EL
EV 236.68
2150
+30.00
EL
EV 236.23
2156
+30.00
EV
C
EL
EV 235.80
-0.076% -0.071%
VC=1200’
K=242698
2130+002135+00
2140+002145+00 2150+00 2155+00 2160+00 2165+00 2170+00
2175+002180+00
2185+00
SC"
K3" 2131
+04.70
3 OF 16
E. TANAKA
AS SHOWN
CB1102
PLAN AND PROFILE
STA. 2130+00 TO 2186+00
ALIGNMENT K3
MA
TC
H
LI
NE ( C
B1101 )
MA
TC
H
LI
NE ( C
B1103 )
MA
TC
H
LI
NE ( C
B1101 )
MA
TC
H
LI
NE ( C
B1103 )
JA
CK
SO
N
AV
E
12/31/13
A. POLING HSR 06-0003
R. COFFIN
KAWEAH SUBSECTION
943925002.746.0025040
MPH R (FT) EA (IN) EU (IN) LS (FT) LC (FT)CURVE #
40
CB3161
1
MELGA CANAL
ACCESS ROAD
00 200 200 40020 20 40
VER.1"=20’ HOR.1"=200’PROFILE
Exc
Emb
STATION
CY
TOTAL
PLAN
ANTENNA TOWER
WITH 100’ TALL
RADIO SITE
(SOUTH OPTION)
JACKSON
TPSS502
STATION
UTILITY SWITCHING
DITCH REALIGNMENT DITCH REALIGNMENT
JACKSON AVE (0.2 MILES)
SYSTEMS FACILITY ACCESS ROAD CONNECTS WITH
ACCESS ROAD
ROADWAY GRADE SEPARATION ALIGNMENT
200.00’
160.00’
200.00’
160.00’
CANAL REALIGNMENT
� CHST NB ALIGNMENT K3
� CHST SB ALIGNMENT K3
(0.2 MILES)
JACKSON AVE
ROAD CONNECTS WITH
SYSTEMS FACILITY ACCESS
220.00’
160.00’
160.00’
220.00’
D. HUNT
UTILITY SWITCHING STATION
TALL ANTENNA TOWER
RADIO SITE WITH 100’
(NORTH OPTION)
TPSS502 JACKSON
LA
KE
SI
DE
DIT
CH
28600
115 KV LINE (NORTH OPTION)
RELOCATED HENRIETTA-KINGSBURG
115 KV LINE (SOUTH OPTION)
RELOCATED HENRIETTA-KINGSBURG
END OF DITCH
115 KV LINE TO BE RELOCATED
EXISTING HENRIETTA-KINGSBURG
2 X 115 KV LINES
EXISTING KINGSBURG-CORCORAN
4 OF 16
E. TANAKA
AS SHOWN
CB1103
PLAN AND PROFILE
STA. 2186+00 TO 2242+00
ALIGNMENT K3
MA
TC
H
LI
NE ( C
B1102 )
MA
TC
H
LI
NE ( C
B1104 )
MA
TC
H
LI
NE ( C
B1102 )
MA
TC
H
LI
NE ( C
B1104 )
JE
RS
EY
AV
E
12/31/13
A. POLING HSR 06-0003
R. COFFIN
KAWEAH SUBSECTION
CB3161
1
25040 943925002.746.00
MPH R (FT) EA (IN) EU (IN) LS (FT) LC (FT)CURVE #
40
STATE ROUTE
43
SEPARATION ALIGNMENT
ROADWAY GRADE
� CHST SB ALIGNMENT K3
� CHST NB ALIGNMENT K3
ME
LG
A
CA
NA
L
00 200 200 40020 20 40
VER.1"=20’ HOR.1"=200’PROFILE
Exc
Emb
STATION
CY
TOTAL
PLAN
CANAL REALIGNMENT
HYDRAULIC CROSSING
D. HUNT
28600
RETENTION BASIN
CLOSEDTO BEROADWAY
CANAL REALIGNMENT
HYDRAULIC CROSSING
HYDRAULIC CROSSING
DRAWING NO.
SCALE
SHEET NO.
alexander.poling
12/12/2013
CONTRACT NO.
DATE
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
FRESNO TO BAKERSFIELD
c:\p
wworking\h
mm\external\alexander.poling-arup.co
m\d0125353\
FB-
CB-1103-
K3.dgn
8:47:18
AM
CALIFORNIA HIGH-SPEED TRAIN PROJECT
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
CA
NA
L
JE
RS
EY
AV
E
(BOTH TRACKS)
F-B TRACK PROFILE
(APPROX)
OG ALONG TRACK �
140
160
180
200
220
240
260
280
300
320320
140
160
180
200
220
240
260
280
300
320320
2186+00 2190+00 2200+00 2210+00 2220+00 2230+00 2240+002242+00
2200
+22.40
BV
C
EL
EV 232.68
2206
+22.40
EL
EV 232.26
2212
+22.40
EV
C
EL
EV 231.61
-0.071%-0.107%
VC=1200’
K=32938
2185+002190+00
2195+002200+00
2205+00 2210+00 2215+00 2220+00 2225+00 2230+002235+00
2240+00
CS"
K3" 2225
+44.12
LS=2500
DRAWING NO.
SCALE
SHEET NO.
alexander.poling
12/12/2013
CONTRACT NO.
DATE
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
FRESNO TO BAKERSFIELD
c:\p
wworking\h
mm\external\alexander.poling-arup.co
m\d0125353\
FB-
CB-1104-
K3.dgn
8:48:22
AM
CALIFORNIA HIGH-SPEED TRAIN PROJECT
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
ST
AT
E
RO
UT
E 43
RE
ALI
GN
ED
KE
NT
AV
E
16.50’
27.00’
7.00’
7.50’
(BOTH TRACKS)
F-B TRACK PROFILE
(APPROX)
OG ALONG TRACK �
FOR STATE ROUTE 43
CLEARANCE ENVELOPE
HST STRUCTURE
ROADWAY STRUCTURE
FOR HST
CLEARANCE ENVELOPE
EXIS
TI
NG
KE
NT
AV
E
140
160
180
200
220
240
260
280
300
320320
140
160
180
200
220
240
260
280
300
320320
2242+00 2250+00 2260+00 2270+00 2280+00 2290+00 2298+00
-0.107%
11.50’
BENT CAP
2245+00 2250+00 2255+00 2260+00 2265+00 2270+00 2275+00 2280+00 2285+00 2290+002295+00
TS"
K3" 2263
+61.10
SC"
K3" 2288
+61.10
ï »¿S 24î��13’03" W L=13 LS=2500
ST"
K3" 2250
+44.12
00 200 200 40020 20 40
VER.1"=20’ HOR.1"=200’PROFILE
Exc
Emb
STATION
CY
TOTAL
PLAN
5 OF 16
E. TANAKA
AS SHOWN
CB1104
PLAN AND PROFILE
STA. 2242+00 TO 2298+00
ALIGNMENT K3
MA
TC
H
LI
NE ( C
B1103 )
MA
TC
H
LI
NE ( C
B1105 )
MA
TC
H
LI
NE ( C
B1103 )
MA
TC
H
LI
NE ( C
B1105 )
A. POLING HSR 06-0003
R. COFFIN
KAWEAH SUBSECTION
CB3161
41 250 28600 6.00 2.74 2500 24733
CB3161
1
MPH R (FT) EA (IN) EU (IN) LS (FT) LC (FT)CURVE #
CB3161
1
41
2
SEPARATION ALIGNMENT
ROADWAY GRADE
� CHST NB ALIGNMENT K3
� CHST SB ALIGNMENT K3
SEPARATION ALIGNMENT
ROADWAY GRADE
(EAST OPTION)
SRS 7
(WEST OPTION)
SRS 7
KE
NT
AV
E
STATE ROUTE
43
ST
A 2243
+72
ST
EE
L
TR
US
S
EA
RT
HW
OR
KS
ST
A 2249
+46
EA
RT
HW
OR
KS
ST
EE
L
TR
US
S
AERIAL STEEL TRUSS
CANAL REALIGNMENT
ACCESS ROAD
ACCESS ROAD
D. HUNT
12/31/13
REALIGNED KENT AVE
DRAWING NO.
SCALE
SHEET NO.
paul.tonkin
12/23/2013
CONTRACT NO.
DATE
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
FRESNO TO BAKERSFIELD
c:\p
wworking\h
mm\external\paul.tonkin01-arup.co
m\d0125353\
FB-
CB-1105-
K3.dgn
5:37:28
PM
CALIFORNIA HIGH-SPEED TRAIN PROJECT
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
RE
ALI
GN
ED
KA
NS
AS
AV
E
27.00’
7.00’
ROADWAY STRUCTURE
(BOTH TRACKS)
F-B TRACK PROFILE
(APPROX)
OG ALONG TRACK �
FOR HST
CLEARANCE ENVELOPE
EXIS
TI
NG
KA
NS
AS
AV
E
140
160
180
200
220
240
260
280
300
320320
140
160
180
200
220
240
260
280
300
320320
2298+002300+00 2310+00 2320+00 2330+00 2340+00 2350+00 2354+00
-0.107%
2300+002305+00
2310+00 2315+00 2320+00 2325+00 2330+00 2335+002340+00
2345+002350+00
2355+00
6 OF 16
E. TANAKA
AS SHOWN
CB1105
PLAN AND PROFILE
STA. 2298+00 TO 2354+00
ALIGNMENT K3
MA
TC
H
LI
NE ( C
B1104 )
MA
TC
H
LI
NE ( C
B1106 )
MA
TC
H
LI
NE ( C
B1104 )
MA
TC
H
LI
NE ( C
B1106 )
12/31/13
A. POLING HSR 06-0003
R. COFFIN
KAWEAH SUBSECTION
25002.746.002860025041 24733
MPH R (FT) EA (IN) EU (IN) LS (FT) LC (FT)CURVE #
41
1
� CHST NB ALIGNMENT K3
� CHST SB ALIGNMENT K3
CB3161
KA
NS
AS
AV
E
00 200 200 40020 20 40
VER.1"=20’ HOR.1"=200’PROFILE
Exc
Emb
STATION
CY
TOTAL
PLAN
ROADWAY GRADE SEPARATION ALIGNMENT
CANAL REALIGNMENT
HYDRAULIC CROSSING
D. HUNT
REALIGNED KANSAS AVE
DRAWING NO.
SCALE
SHEET NO.
paul.tonkin
12/12/2013
CONTRACT NO.
DATE
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
FRESNO TO BAKERSFIELD
c:\p
wworking\h
mm\external\paul.tonkin01-arup.co
m\d0125353\
FB-
CB-1106-
K3.dgn
8:33:12
PM
CALIFORNIA HIGH-SPEED TRAIN PROJECT
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
LA
NSI
NG
AV
E
(BOTH TRACKS)
F-B TRACK PROFILE
(APPROX)
OG ALONG TRACK �
CA
NA
L
DIT
CH
140
160
180
200
220
240
260
280
300
140
160
180
200
220
240
260
280
300
2354+00 2360+00 2370+00 2380+00 2390+00 2400+00 2410+00
-0.107%
2355+002360+00
2365+002370+00 2375+00 2380+00 2385+00 2390+00 2395+00
2400+002405+00
2410+00
7 OF 16
E. TANAKA
AS SHOWN
CB1106
PLAN AND PROFILE
STA. 2354+00 TO 2410+00
ALIGNMENT K3
MA
TC
H
LI
NE ( C
B1105 )
MA
TC
H
LI
NE ( C
B1107 )
MA
TC
H
LI
NE ( C
B1105 )
MA
TC
H
LI
NE ( C
B1107 )
A. POLING HSR 06-0003
R. COFFIN
KAWEAH SUBSECTION
CB3161
1
� CHST NB ALIGNMENT K3
� CHST SB ALIGNMENT K3
41
41 250 28600 6.00 2.74 2500 24733
MPH R (FT) EA (IN) EU (IN) LS (FT) LC (FT)CURVE #
ACCESS ROAD
(SOUTH OPTION)
LANSING PS
PS526
LA
NSI
NG
AV
E
CA
NA
L
(NORTH OPTION)
LANSING PS
PS526
00 200 200 40020 20 40
VER.1"=20’ HOR.1"=200’PROFILE
Exc
Emb
STATION
CY
TOTAL
PLAN
ROADWAY TO BE CLOSED
120.00’
TALL ANTENNA TOWER
RADIO SITE WITH 100’
80.00’
120.00’
HYDRAULIC CROSSING
HYDRAULIC CROSSING
D. HUNT
12/31/13
DIT
CH
80.00’
TALL ANTENNA TOWER
RADIO SITE WITH 100’
ACCESS ROAD
RIVERINE ENVIRONMENT
RELOCATED SEASONAL
HYDRAULIC CROSSINGHYDRAULIC CROSSING
DRAWING NO.
SCALE
SHEET NO.
alexander.poling
12/12/2013
CONTRACT NO.
DATE
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
FRESNO TO BAKERSFIELD
c:\p
wworking\h
mm\external\alexander.poling-arup.co
m\d0125353\
FB-
CB-1107-
K3.dgn
8:52:03
AM
CALIFORNIA HIGH-SPEED TRAIN PROJECT
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
FE
MA
FL
OO
DP
LAI
N
LI
MIT
OF 100
YR
DIT
CH
DIT
CH
DIT
CH
CR
EE
K
FL
OO
DP
LAI
N
LI
MIT
OF
CR
OS
S (APPROX)
OG ALONG TRACK �
(BOTH TRACKS)
F-B TRACK PROFILE
AND DRAINAGE REPORT".
TO BAKERSFIELD HYDROLOGY, HYDRAULICS,
100YR FLOOD ELEVATION, SEE "FRESNO
140
160
180
200
220
240
260
280
300
320320
140
160
180
200
220
240
260
280
300
320320
2410+00 2420+00 2430+00 2440+00 2450+00 2460+00 2466+00
2417
+17.74
BV
C
EL
EV 209.58
2423
+17.74
EL
EV 208.94
2429
+17.74
EV
C
EL
EV 212.67
2441
+17.74
BV
C
EL
EV 220.14
2447
+17.74
EL
EV 223.88
2453
+17.74
EV
C
EL
EV 224.77
-0.107%
0.623%
0.150%
VC=1200’
K=1644
VC=1200’
K=2538
FL
OO
DW
AY
DE
SI
GN
AT
ED
LI
MIT
OF
CV
FP
B
2410+002415+00
2420+002425+00 2430+00 2435+00 2440+00 2445+00 2450+00
2455+002460+00
2465+00
8 OF 16
E. TANAKA
AS SHOWN
CB1107
PLAN AND PROFILE
STA. 2410+00 TO 2466+00
ALIGNMENT K3
MA
TC
H
LI
NE ( C
B1106 )
MA
TC
H
LI
NE ( C
B1108 )
MA
TC
H
LI
NE ( C
B1106 )
MA
TC
H
LI
NE ( C
B1108 )
12/31/13
A. POLING HSR 06-0003
R. COFFIN
KAWEAH SUBSECTION
41
MPH R (FT) EA (IN) EU (IN) LS (FT) LC (FT)CURVE #
25002.746.0028600250 24733
1
4
CB3161
CB3162
41
DIT
CH
DIT
CH
DIT
CH
00 200 200 40020 20 40
VER.1"=20’ HOR.1"=200’PROFILE
Exc
Emb
STATION
CY
TOTAL
PLAN
� CHST NB ALIGNMENT K3
� CHST SB ALIGNMENT K3
RETAINING WALL
VIADUCT
ST
A 2447
+06
VI
AD
UC
T
RE
TAI
NI
NG
WA
LL
CROSS CREEK (K1-6) AND TAUSSIG AVENUE (L1-4)
WILDLIFE CROSSINGS TO BE PROVIDED AS REQUIRED BETWEEN
TURNAROUND
LADDER ACCESS
HYDRAULIC CROSSING
3
CB3162
ST
A 2425
+00
RE
TAI
NI
NG
WA
LL
EA
RT
HW
OR
KS
CROSSING
HYDRAULIC
D. HUNT
WILDLIFE MUST BE MAINTAINED.
AGENCIES. SAFE PASSAGE OF FLOOD FLOWS AND
PROVIDED SUBJECT TO APPROVAL OF APPROPRIATE
EMBANKMENT OR AN ALTERNATIVE STRUCTURE MAY BE
DRAWING NO.
SCALE
SHEET NO.
alexander.poling
12/12/2013
CONTRACT NO.
DATE
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
FRESNO TO BAKERSFIELD
c:\p
wworking\h
mm\external\alexander.poling-arup.co
m\d0125353\
FB-
CB-1108-
K3.dgn
8:53:32
AM
CALIFORNIA HIGH-SPEED TRAIN PROJECT
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
CR
OS
S
CR
EE
K
24.00’
8.50’
FOR BNSF
CLEARANCE ENVELOPE
(BOTH TRACKS)
F-B TRACK PROFILE
(APPROX)
OG ALONG TRACK �
AND DRAINAGE REPORT".
TO BAKERSFIELD HYDROLOGY, HYDRAULICS,
100YR FLOOD ELEVATION, SEE "FRESNO
DIT
CH
7.50’
18.00’
18.00’
HST STRUCTURE
140
160
180
200
220
240
260
280
300
320320
140
160
180
200
220
240
260
280
300
320320
2466+00 2470+00 2480+00 2490+00 2500+00 2510+00 2520+002522+00
2503
+97.81
BV
C
EL
EV 232.38
2513
+97.81
EL
EV 233.87
0.150%
VC=2000’
K=7500
CLEARANCE ENVELOPE FOR
CROSS CREEK LEVEE
CLEARANCE ENVELOPE FOR
CROSS CREEK LEVEE
HST STRUCTURE
2465+002470+00
2475+002480+00
2485+00 2490+00 2495+00 2500+00 2505+00 2510+002515+00
2520+00
9 OF 16
E. TANAKA
AS SHOWN
CB1108
PLAN AND PROFILE
STA. 2466+00 TO 2522+00
ALIGNMENT K3
MA
TC
H
LI
NE ( C
B1107 )
MA
TC
H
LI
NE ( C
B1109 )
MA
TC
H
LI
NE ( C
B1107 )
MA
TC
H
LI
NE ( C
B1109 )
12/31/13
A. POLING HSR 06-0003
R. COFFIN
KAWEAH SUBSECTION
41
CB3162
4
CB3163
5
41 250 28600 6.00 2.74 2500 24733
MPH R (FT) EA (IN) EU (IN) LS (FT) LC (FT)CURVE #
CB3161
2 4
CB3162
BNSF
VIADUCT
CR
OS
S
CR
EE
K
00 200 200 40020 20 40
VER.1"=20’ HOR.1"=200’PROFILE
Exc
Emb
STATION
CY
TOTAL
PLAN
� CHST NB ALIGNMENT K3
ACCESS ROAD
FOR COMPOUND
TO BE PROVIDED
FLOOD PROTECTION
FOR COMPOUND
TO BE PROVIDED
FLOOD PROTECTION
ROAD
ACCESS
VIADUCT
MAINTENANCE TURNAROUND AREA
MAINTENANCE TURNAROUND AREA
CROSS CREEK (K1-6) AND TAUSSIG AVENUE (L1-4)
WILDLIFE CROSSINGS TO BE PROVIDED AS REQUIRED BETWEEN
LADDER ACCESS TURNAROUNDLADDER ACCESS TURNAROUND
WILDLIFE MUST BE MAINTAINED.
AGENCIES. SAFE PASSAGE OF FLOOD FLOWS AND
PROVIDED SUBJECT TO APPROVAL OF APPROPRIATE
EMBANKMENT OR AN ALTERNATIVE STRUCTURE MAY BE
� CHST SB ALIGNMENT K3
D. HUNT
HYDRAULIC CROSSING
TRUSS
STEEL
AERIAL
250’ OF WAYSIDE FACILITY
ACCESS TO BE MADE WITHIN
LEVEL TO TRACK LEVEL
SRS8 (EAST OPTION) GROUND
250’ OF WAYSIDE FACILITY
ACCESS TO BE MADE WITHIN
LEVEL TO TRACK LEVEL
SRS8 (WEST OPTION) GROUND
ST
A 2483
+28
ST
EE
L
TR
US
S
VI
AD
UC
T
ST
A 2486
+50
VI
AD
UC
T
ST
EE
L
TR
US
S
DRAWING NO.
SCALE
SHEET NO.
alexander.poling
12/12/2013
CONTRACT NO.
DATE
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
FRESNO TO BAKERSFIELD
c:\p
wworking\h
mm\external\alexander.poling-arup.co
m\d0125353\
FB-
CB-1109-
K3.dgn
8:54:51
AM
CALIFORNIA HIGH-SPEED TRAIN PROJECT
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
HST STRUCTURE HST STRUCTURE
24.00’
FOR BNSF
CLEARANCE ENVELOPE
16.50’
8.50’ (BOTH TRACKS)
F-B TRACK PROFILE
20.67’
HYDRAULICS, AND DRAINAGE REPORT".
"FRESNO TO BAKERSFIELD HYDROLOGY,
100YR FLOOD ELEVATION, SEE(APPROX)
OG ALONG TRACK �CLEARANCE ENVELOPE
FOR SYSTEM FACILITY
ACCESS ROAD
CA
NA
L
140
160
180
200
220
240
260
280
300
320320
140
160
180
200
220
240
260
280
300
320320
2522+00 2530+00 2540+00 2550+00 2560+00 2570+00 2578+00
2523
+97.81
EV
C
EL
EV 232.70
-0.117%
VC=2000’
K=7500
14.50’
2525+002530+00 2535+00 2540+00 2545+00 2550+00 2555+00 2560+00 2565+00 2570+00 2575+00
CS"
K3" 2535
+94.21
ST"
K3" 2560
+94.21
LS=2500 ï »¿S 30î��20’24" E L=73
E. TANAKA
10 OF 16
AS SHOWN
CB1109
PLAN AND PROFILE
STA. 2522+00 TO 2578+00
ALIGNMENT K3
MA
TC
H
LI
NE ( C
B1108 )
MA
TC
H
LI
NE ( C
B1108 )
MA
TC
H
LI
NE ( C
B1110 )
MA
TC
H
LI
NE ( C
B1110 )
12/31/13
A. POLING HSR 06-0003
R. COFFIN
KAWEAH SUBSECTION
CB3163
5
25002.746.002860025041 24733
MPH R (FT) EA (IN) EU (IN) LS (FT) LC (FT)CURVE #
41 � CHST NB ALIGNMENT K3
� CHST SB ALIGNMENT K3
CB3162
4
VIADUCT
BNSF
STATE ROUTE 43
00 200 200 40020 20 40
VER.1"=20’ HOR.1"=200’PROFILE
Exc
Emb
STATION
CY
TOTAL
PLAN
SYSTEMS FACILITY
ACCESS ROAD FOR
SYSTEMS FACILITY
ACCESS ROAD FOR
CROSS CREEK (K1-6) AND TAUSSIG AVENUE (L1-4)
WILDLIFE CROSSINGS TO BE PROVIDED AS REQUIRED BETWEEN
CANAL REALIGNMENT
HYDRAULIC CROSSING
WILDLIFE MUST BE MAINTAINED.
AGENCIES. SAFE PASSAGE OF FLOOD FLOWS AND
PROVIDED SUBJECT TO APPROVAL OF APPROPRIATE
EMBANKMENT OR AN ALTERNATIVE STRUCTURE MAY BE
D. HUNT
CROSSING
HYDRAULIC
END OF CANALTURNAROUND
LADDER ACCESS
CANAL
DRAWING NO.
SCALE
SHEET NO.
alexander.poling
12/12/2013
CONTRACT NO.
DATE
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
FRESNO TO BAKERSFIELD
c:\p
wworking\h
mm\external\alexander.poling-arup.co
m\d0125353\
FB-
CB-1110-
K3.dgn
8:56:04
AM
CALIFORNIA HIGH-SPEED TRAIN PROJECT
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
DIT
CH
CA
NA
L
CA
NA
L
EXIS
TI
NG
NE
VA
DA
AV
E
FE
MA
FL
OO
DP
LAI
N
LI
MIT
OF 100
YR
CR
EE
K
FL
OO
DP
LAI
N
LI
MIT
OF
CR
OS
S
RE
ALI
GN
ED
NE
VA
DA
AV
E
27.00’
7.00’
(BOTH TRACKS)
F-B TRACK PROFILE
(APPROX)
OG ALONG TRACK �
FOR HST
CLEARANCE ENVELOPE
ROADWAY STRUCTURE
AND DRAINAGE REPORT".
TO BAKERSFIELD HYDROLOGY, HYDRAULICS,
100YR FLOOD ELEVATION, SEE "FRESNO
140
160
180
200
220
240
260
280
300
320320
140
160
180
200
220
240
260
280
300
320320
2578+002580+00 2590+00 2600+00 2610+00 2620+00 2630+00 2633+96
2582
+97.81
BV
C
EL
EV 225.80
2588
+97.81
EL
EV 225.10
2594
+97.81
EV
C
EL
EV 221.88
2606
+97.81
BV
C
EL
EV 215.45
2612
+97.81
EL
EV 212.23
2618
+97.81
EV
C
EL
EV 211.07
-0.117%
-0.536%
-0.193%
VC=1200’
K=2862
VC=1200’
K=3495
FL
OO
DW
AY
DE
SI
GN
AT
ED
LI
MIT
OF
CV
FP
B
2580+00 2585+00 2590+00 2595+00 2600+00 2605+00 2610+00 2615+00 2620+00 2625+00 2630+00 2633+96
PO
T"
K3" 2633
+96.34
S 30°20’24" E L=7302.13
00 200 200 40020 20 40
VER.1"=20’ HOR.1"=200’PROFILE
Exc
Emb
STATION
CY
TOTAL
PLAN
E. TANAKA
11 OF 16
AS SHOWN
CB1110
PLAN AND PROFILE
STA. 2578+00 TO 2634+00
ALIGNMENT K3
MA
TC
H
LI
NE ( C
B1109 )
12/31/13
MA
TC
H
LI
NE ( C
B1109 )
A. POLING HSR 06-0003
R. COFFIN
KAWEAH SUBSECTION
VIADUCT
CB3164
6CB3162
4
CB3164
7
RETAINING WALL
NE
VA
DA
AV
E
BNSF
STATE ROUTE 43
ACCESS ROAD
� CHST NB ALIGNMENT K3
� CHST SB ALIGNMENT K3
CA
NAL
CA
NA
L
ROADWAY GRADE SEPARATION ALIGNMENT
(0.1 MILES)
CONNECTS WITH NEVADA AVE
SYSTEMS FACILITY ACCESS ROAD
80.00’
120.00’
(NORTH OPTION)
NEVADA PS
PS527
MA
TC
H
LI
NE -
SE
E
SU
BS
EC
TI
ON
C3 (C
B1911)
MA
TC
H
LI
NE -
SE
E
SU
BS
EC
TI
ON
C3 (C
B1911)
ST
A 2616
+00
EA
RT
HW
OR
KS
RE
TAI
NI
NG
WA
LL
CB3165
8
CROSS CREEK (K1-6) AND TAUSSIG AVENUE (L1-4)
WILDLIFE CROSSINGS TO BE PROVIDED AS REQUIRED BETWEEN
SYSTEMS FACILITY
ACCESS ROAD FOR
HYDRAULIC CROSSING
CANAL REALIGNMENT
E 6388948.91
N 1933161.68
START STA 2634+47.80 (C3)
END STA 2633+96.34 (K3)
TIE IN TO SUBSECTION C3
WILDLIFE MUST BE MAINTAINED.
AGENCIES. SAFE PASSAGE OF FLOOD FLOWS AND
BE PROVIDED SUBJECT TO APPROVAL OF APPROPRIATE
EMBANKMENT OR AN ALTERNATIVE STRUCTURE MAY
D. HUNT
BASIN
RETENTION
CROSSING
HYDRAULIC
TALL ANTENNA TOWER
RADIO SITE WITH 100’
REALIGNMENT
CANAL
HYDRAULIC CROSSING
NEVADA AVE
REALIGNED
ST
A 2585
+85
RE
TAI
NI
NG
WA
LL
VI
AD
UC
T
CANAL REALIGNMENT
DRAWING NO.
SCALE
SHEET NO.
alexander.poling
12/12/2013
CONTRACT NO.
DATE
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
FRESNO TO BAKERSFIELD
c:\p
wworking\h
mm\external\alexander.poling-arup.co
m\d0125353\
FB-
CB-3161-
K3 .dgn
8:56:47
AM
CALIFORNIA HIGH-SPEED TRAIN PROJECT
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
80.00’ - TYPICAL - PROPOSED HST CORRIDOR
CABLE TROUGH (TYP)
29.50’
MI
N
HST
�
3.00’ WALKWAY3.00’ WALKWAY
10.67’16.50’10.67’
CABLE TROUGH (TYP)
2
1
EMBANKMENT (TYP)
OCS POLE (TYP)
FENCE (TYP)
3.00’ WALKWAY
1
2
HST
�
3.00’ WALKWAY
120.00’ - TYPICAL - VARIES - PROPOSED HST CORRIDOR
10’ MIN SWALE (TYP)
41.08’ - VARIES10.67’16.50’10.67’41.08’ - VARIES
10’ MIN SWALE (TYP)
OG OG
0
1"=10’
10 10 20
SECTION 1
CB3161
AS SHOWN
E. TANAKA
12 OF 1612/31/13
HSR 06-0003
SECTION 2
KAWEAH SUBSECTION
ALIGNMENT K3
R. COFFIN
A. POLING
THE CURVE DATA TABLES.
SUPERELEVATION IS SHOWN IN
THE AMOUNT OF APPLIED
SUPERELEVATION IS NOT SHOWN.
STRUCTURAL CROSS SECTIONS
FOR STRUCTURE DIMENSIONS SEE
TRACKFORM SHOWN IS INDICATIVE
3.
2.
1.
NOTES:
STA 2249+46 THROUGH STA 2425+00
STA 2073+97 THROUGH STA 2243+72
TWIN TRACK - AT-GRADE WITH OPEN DRAINAGE
STA 2483+28 THROUGH STA 2486+50
STA 2243+72 THROUGH STA 2249+46
TWIN TRACK TRUSS
D. HUNT
TYPICAL SECTIONS
DRAWING NO.
SCALE
SHEET NO.
alexander.poling
12/12/2013
CONTRACT NO.
DATE
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
FRESNO TO BAKERSFIELD
c:\p
wworking\h
mm\external\alexander.poling-arup.co
m\d0125353\
FB-
CB-3162-
K3.dgn
8:57:14
AM
CALIFORNIA HIGH-SPEED TRAIN PROJECT
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
60.00’
10.67’16.50’10.67’
64.00’ 20.00’
144.00’ - PROPOSED HST CORRIDOR
OCS POLE (TYP)
FENCE (TYP)
OG
FENCE (TYP)
CABLE TROUGH (TYP)
3.00’ WALKWAY 3.00’ WALKWAY
HST
�
RETAINING WALL (TYP)
DRAINAGE (TYP)
10’ MIN SWALE (TYP)10’ MIN SWALE (TYP)
16.50’10.67’ 10.67’
OCS POLE (TYP)
CABLE TROUGH (TYP)
HST
�
80.00’ TYPICAL - PROPOSED HST CORRIDOR
3.00’ WALKWAY 3.00’ WALKWAY
0
1"=10’
10 10 20
SECTION 3
CB3162
AS SHOWN
E. TANAKA
13 OF 1612/31/13
HSR 06-0003
SECTION 4
KAWEAH SUBSECTION
ALIGNMENT K3
R. COFFIN
A. POLING
THE CURVE DATA TABLES.
SUPERELEVATION IS SHOWN IN
THE AMOUNT OF APPLIED
SUPERELEVATION IS NOT SHOWN.
STRUCTURAL CROSS SECTIONS
FOR STRUCTURE DIMENSIONS SEE
TRACKFORM SHOWN IS INDICATIVE
3.
2.
1.
NOTES:
STA 2425+00 THROUGH STA 2447+06
TWIN TRACK - ON RETAINED EMBANKMENT
D. HUNT
TYPICAL SECTIONS
STA 2531+85 THROUGH STA 2585+85
STA 2486+50 THROUGH STA 2516+11
STA 2447+06 THROUGH STA 2483+28
TWIN TRACK - AERIAL VIADUCT
DRAWING NO.
SCALE
SHEET NO.
$U
SE
R$
$D
AT
E$
CONTRACT NO.
DATE
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
FRESNO TO BAKERSFIELD
$FIL
E$
$TI
ME$
CALIFORNIA HIGH-SPEED TRAIN PROJECT
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
3.00’ WALKWAY
10.67’ 16.50’ 10.67’
25.00’ MIN
OCS POLE (TYP)
OG
BNSF
�
3.00’ WALKWAY
HST
�
24.00’
MI
N
HST � - LOCATION VARIES
CABLE TROUGH (TYP)
100’ BNSF CORRIDOR
50.00’ TYPICAL25.00’ - TYPICAL
BNSF
�
POSSIBLE FUTURE
0
1"=10’
10 10 20
SECTION 5
CB3163
AS SHOWN
E. TANAKA
14 OF 1612/31/13
HSR 06-0003
KAWEAH SUBSECTION
ALIGNMENT K3
R. COFFIN
A. POLING
VARIES 121.00’ TO 151.00’
3.
2.
1.
NOTES:
THE CURVE DATA TABLES.
SUPERELEVATION IS SHOWN IN
THE AMOUNT OF APPLIED
SUPERELEVATION IS NOT SHOWN.
STRUCTURAL CROSS SECTIONS
FOR STRUCTURE DIMENSIONS SEE
TRACKFORM SHOWN IS INDICATIVE
D. HUNT
TYPICAL SECTIONS
STA 2516+11 THROUGH STA 2531+85
TWIN TRACK - ELEVATED SLAB OVER BNSF
PROPOSED HST CORRIDOR - VARIES 151.00’ TO 181.00’
DRAWING NO.
SCALE
SHEET NO.
alexander.poling
12/12/2013
CONTRACT NO.
DATE
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
FRESNO TO BAKERSFIELD
c:\p
wworking\h
mm\external\alexander.poling-arup.co
m\d0125353\
FB-
CB-3164-
K3.dgn
8:58:20
AM
CALIFORNIA HIGH-SPEED TRAIN PROJECT
CONSTRUCTION
NOT FOR
-
DESIGN SUBMISSION
RECORD SET 15%
10.67’16.50’10.67’
10’ MIN SWALE (TYP)
FENCE (TYP)
OGDRAIN (TYP)
RETAINING WALL (TYP)
FENCE (TYP)
OG
OCS POLE (TYP)
3.00’ WALKWAY3.00’ WALKWAY
10’ MIN SWALE (TYP)
HST
�
(TYP)
CABLE TROUGH
EMBANKMENT
BNSF
�
50.00’ - TYPICAL 50.00’ - TYPICAL
60.00’ - TYPICAL
118.25’ - PROPOSED HST CORRIDOR
60.00’ 20.00’
102.00’ MIN
100.00’ - TYPICAL - BNSF CORRIDOR
16.50’
OCS POLE (TYP)
OG
100.00’ - TYPICAL - BNSF CORRIDOR
2
1
3.00’ WALKWAY
102.00’ MIN
3.00’ WALKWAY
10.67’
10’ MIN SWALE (TYP) 10’ MIN SWALE (TYP)
FENCE (TYP)
HST
�
1
2
(TYP)
CABLE TROUGH
136.00’ - TYPICAL - PROPOSED HST CORRIDOR
48.83’ - VARIES10.67’
50.00’ - TYPICAL 50.00’ - TYPICAL
EMBANKMENT
BNSF
�
60.00’ - TYPICAL
0
1"=10’
10 10 20
SECTION 7
CB3164
AS SHOWN
E. TANAKA
15 OF 1612/31/13
HSR 06-0003
SECTION 6
KAWEAH SUBSECTION
ALIGNMENT K3
R. COFFIN
A. POLING
THE CURVE DATA TABLES.
SUPERELEVATION IS SHOWN IN
THE AMOUNT OF APPLIED
SUPERELEVATION IS NOT SHOWN.
STRUCTURAL CROSS SECTIONS
FOR STRUCTURE DIMENSIONS SEE
TRACKFORM SHOWN IS INDICATIVE
3.
2.
1.
NOTES:
STA 2585+85 THROUGH STA 2616+00
TWIN TRACK - RETAINED EMBANKMENT ADJACENT TO SINGLE TRACK BNSF
STA 2616+00 THROUGH STA 2626+00
TWIN TRACK - ADJACENT TO SINGLE TRACK BNSF
D. HUNT
VARIES - 118.25’ - PROPOSED HST CORRIDOR
TYPICAL SECTIONS