top of rail sb chsr cl · steve smith. date. 10/31/2017. 20558+00 20569+00. scale 1"= 40' elev...
TRANSCRIPT
-
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVES 1,2,3,5
TRACK STRUCTURES
AVENUE B EAST UNDERPASS
PLAN AND ELEVATION
DESIGNED BY
ROBERT BARTON
DRAWN BY
IVAN MARTIN
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
CONTRACT NO.
HSR13-44
DRAWING NO.
ST-J1097
SCALE
AS SHOWN
SHEET NO.
NO SCALE
NB CHSR •
SB CHSR •
EDGE OF DECK
SCALE 1"= 40'
ELEVATION
SCALE 1"= 40'
PLAN
FG 21
ABUT 1
12
TOP OF DECKPARAPET
APPROX OG
DATUM ELEV 2300.00
BB EB
FG
TOP OF RAIL
A
ST-B3001
BENT 2
ELEV 2352.35
20634+69.00 BVC
-0.16%
ELEV 2407.60
20289+20.81 EVC
EDGE OF DECK
120'-0"120'-0"
ABUT 2
#11 TURNOUT (TYP)
YARD TRACK
YARD TRACK
MOIF LEAD TRACK •
LTOP OF RAIL "SB CHSR C"
(MEASURED ALONG "SB CHSR •")
TOTAL LENGTH = 240'-0"
EL
EV 2374.37
20496
+96.00
"S
B
CH
SR •"
EL
EV 2373.98
20499
+36.00
"S
B
CH
SR •"
AV
EN
UE
B
PROP CHSR R/W
"SB CHSR •"
STA 20496+96.00
BB
"SB CHSR •"
STA 20499+36.00
EB
PROP CHSR R/W ACCESS ROAD
WEST UNDERPASS
AVENUE B
TYP1
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
TYP1
52'-0"
55'-0"
KERN COUNTY R/W
15'-
9"
20494+00
RETAINING WALL
AC
CE
SS
RO
AD
CONTROL SITE
TRAIN
120500+006 720495+00 98 20502+0020494+00
20494+00 20495+00 20496+00 20497+00 20498+00 20499+00 20500+00 20501+00 20502+00
20494+00 20495+00 20496+00 20497+00 20498+00 20499+00 20500+00 20501+00 20502+00 20503+00
124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1097.dgn
11:20:35
AM
10/30/2017
TY
LI\
YWang
-
CALIFORNIA HIGH-SPEED RAIL PROJEC
BAKERSFIELD TO PALMDALEALTERNATIVES 1,2,3,5
TRACK STRUCTURES
AVENUE B WEST UNDERPASS
PLAN AND ELEVATION
NO SCALE
NB CHSR •
SB CHSR • EDGE OF DECK
SCALE 1"= 40'
ELEVATION
SCALE 1"= 40'
PLAN
FG 21
ABUT 1
12
TOP OF DECKPARAPET
APPROX OG
DATUM ELEV 2300.00
BB EB
FG
TOP OF RAIL
H
ST-B3007
BENT 2
-0.30%
EDGE OF DECK
ABUT 2
#11 TURNOUT (TYP)
YARD TRACK
YARD TRACK
MOIF LEAD TRACK •
"SB CHSR •"
RT 40.00
STA 20496+40.00
"MOIF LEAD •"=
STA 126+74.36
BB
"SB CHSR •"
RT 40.00
STA 20498+80.00
"MOIF LEAD •"=
STA 129+14.36
EB
PROP CHSR R/W
AV
EN
UE
B
EAST UNDEPASS
AVENUE B
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
1 TYP
TYP1
VARIESVARIES
CIP PS BOX GIRDER
ELEV 2377.13
119+30.70 EVC
ELEV 2369.27
145+55.50 BVC
LTOP OF RAIL "MOIF LEAD TRACK C"
EL
EV 2374.90
126
+74.36
TR
AC
K •"
"M
OIF
LE
AD
EL
EV 2374.18
129
+14.36
TR
AC
K •"
"M
OIF
LE
AD
PROP CHSR R/W
KERN COUNTY R/W
52'-0"
55'-0"
SKEW=31°43'51"17'-
2"
ACCESS ROAD
(MEASURED ALONG "MOIF LEAD TRACK •")
TOTAL LENGTH = 240'-0"
RETAINING WALL
AC
CE
SS
RO
AD
CONTROL SITE
TRAIN
16 7 98125+00 130+00 132+00
20494+00 20495+00 20496+00 20497+00 20498+00 20499+00 20500+00 20501+00 20502+00
20494+00 20495+00 20496+00 20497+00 20498+00 20499+00 20500+00 20501+00 20502+00 20503+00
124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
IVAN MARTIN
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR13-44
DRAWING NO.
ST-J1098
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1098.dgn
11:15:54
AM
10/30/2017
TY
LI\
YWang
T
-
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVES 1,2,3,5
TRACK STRUCTURES
30TH STREET - AVENUE C UNDERPASS
PLAN AND ELEVATION
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
20569+0020558+00
SCALE 1"= 40'
ELEV 2407.60
20289+20.81 EVC
21
DATUM ELEV 2290.00
APPROX OG
PARAPET TOP OF RAIL TOP OF DECK
SB CHSR • EDGE OF DECK
EDGE OF DECK
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
FG
BENT 2 BENT 3ABUT 8
SCALE 1"= 40'
PLAN
EBBB
30TH STREET
ABUT 1
1
ELEVATION
NB CHSR •
I
ST-B3008
-0.16%ELEV 2352.35
20634+69.00 BVC
LTOP OF RAIL "SB CHSR C"NO SCALE
CIP PS BOX GIRDER
120'-0"220'-0"140'-0"140'-0"140'-0"140'-0"80'-0"
BENT 4 BENT 5 BENT 6 BENT 7
EL
EV 2364.48
20558
+82.00
"S
B
CH
SR •"
FG 21
PROP CHSR R/W
PROP CHSR R/W
"SB CHSR •"
STA 20558+82.00
BB
"SB CHSR •"
STA 20568+62.00
EB
EL
EV 2362.91
20568
+62.00
"S
B
CH
SR •"
CIDH PILE, TYP
84'-
0"
1
1
AV
EN
UE
C
• "MOIF LEAD" TRACK
TOTAL LENGTH = 980'-0" (MEASURED ALONG "SB CHSR •")
F R
KERN COUNTY R/W
18'-
10"
18'-
7"
ACCESS ROAD
12'-2"
68'-5"
1
115'-
0"
1
1
11'-
8"
53'-
3"
18'-
8"
20558+00 20559+00 20560+00 20561+00 20562+00 20563+00 20564+00 20565+00 20566+00 20567+00 20568+00 20569+00 20570+00
20558+00 20559+00 20560+00 20561+00 20562+00 20563+00 20564+00 20565+00 20566+00 20567+00 20568+00 20569+00 20570+00
20560+00 20565+001 2 3 4 6 7 8 98 9
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR13-44
DRAWING NO.
ST-J1099
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1099.dgn
11:10:37
AM
10/30/2017
TY
LI\
YWang
-
CALIFORNIA HIGH-SPEED RAIL PROJEC
BAKERSFIELD TO PALMDALEALTERNATIVES 1,2,3,5
TRACK STRUCTURES
SR 138 UNDERPASS
PLAN AND ELEVATION
SCALE 1"= 40'
21
DATUM ELEV 2275.00
APPROX OG
PARAPET
TOP OF RAIL TOP OF DECK
SB CHSR •
NB CHSR •
PILE CAP (TYP)
EDGE OF DECK
EDGE OF DECK
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
FG
BENT 2 BENT 3
ABUT 5
SCALE 1"= 40'
PLAN
ABUT 1
20627+0020617+00
20627+0020617+00
BB EB
ELEVATION
21FG
SR-138
80'-0"125'-0"115'-0"80'-0"
BENT 4
ELEV 2407.60
20289+20.81 EVC
-0.16%ELEV 2352.35
20634+69.00 BVC
TOTAL LENGTH = 400'-0" (MEASURED ALONG "SB CHSR •")
"SB CHSR •"
STA 20619+77.00
BB
"SB CHSR •"
STA 20623+77.00
EB
EL
EV 2354.73
20619
+77.00
"S
B
CH
SR •"
EL
EV 2354.09
20623
+77.00
"S
B
CH
SR •"
LTOP OF RAIL "SB CHSR C"NO SCALE
A
ST-B3001
PROP CHSR R/W
PROP CHSR R/W
93'-4"
85'-0"
CALTRANS R/W
20'-
7"
ACCESS ROAD
ACCESS ROAD
ACCESS ROA
D
20617+00 20618+00 20619+00 20620+00 20621+00 20622+00 20623+00 20624+00 20625+00 20626+00 20627+00
20618+00 20619+00 20620+00 20621+00 20622+00 20623+00 20624+00 20625+00 20626+00 20627+00
20620+00 20625+008 9 1 2 3 4 6 77
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR13-44
DRAWING NO.
ST-J1100
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1100.dgn
11:22:16
AM
10/30/2017
TY
LI\
YWang
T
-
CALIFORNIA HIGH-SPEED RAIL PROJEC
BAKERSFIELD TO PALMDALEALTERNATIVES 1,2,3,5
TRACK STRUCTURES
SR 14 UNDERPASS
PLAN AND ELEVATION
SCALE 1"= 40'
PLAN
SCALE 1"= 40'
21
APPROX OG
PARAPET TOP OF RAIL TOP OF DECK
FG
BENT 2 BENT 3
ABUT 7ABUT 1
DATUM ELEV 2275.00
SB CHSR •
NB CHSR •
EDGE OF DECK
EDGE OF DECK
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
BENT 4BENT 5 BENT 6
120'-0"110'-0"220'-0"220'-0"110'-0"100'-0"
BB EB
F R R F
20641+00
ELEVATION
SR-14 SB
SR-14 NB
21
FG
1200' VC
RC = -0.211%/STA
ELEV 2352.35
20634+69.00 BVC
ELEV 2349.82
20646+69.00 EVC
-0.26% ELEV 2340.67
20681+81.68 BVC
CRASH CUSHION, TYP
TOP OF RAIL "SB CHSR C"LNO SCALE
"SB CHSR •"
STA 20641+00.00
BB
EL
EV 2351.17
20641
+00.00
"S
B
CH
SR •"
EL
EV 2349.02
20649
+80.00
"S
B
CH
SR •"
"SB CHSR •"
STA 20649+80.00
EB
PROP CHSR R/W
PROP CHSR R/W
A
ST-B3001
E
ST-B3004
TOTAL LENGTH = 880'-0" (MEASURED ALONG "SB CHSR •")
CONCRETE BARRIER, TYP
44'-
0"
36'-
0"
39'-
0"
42'-
0"
CALTRANS R/W
CALTRANS R/W
18'-
6"
18'-
5"
PILE CAP (TYP)
BARRIER, TYP
CONCRETE
CIP PS BOX GIRDER OR BALANCED CANTILEVER SEGMENTAL
20641+00 20642+00 20643+00 20644+00 20645+00 20646+00 20647+00 20648+00 20649+00 20650+00
20641+00 20642+00 20643+00 20644+00 20645+00 20646+00 20647+00 20648+00 20649+00 20650+00 20651+00
20645+00 20650+001 2 3 4 6 7 8 9
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR13-44
BY
DRAWING NO.
ST-J1101
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1101.dgn
11:10:50
AM
10/30/2017
TY
LI\
YWang
T
-
CALIFORNIA HIGH-SPEED RAIL PROJEC
BAKERSFIELD TO PALMDALEALTERNATIVES 1,2,3,5
TRACK STRUCTURES
AVENUE E UNDERPASS
PLAN AND ELEVATION
ELEV 2338.87
20693+81.68 EVCELEV 2340.67
20681+81.68 BVC
21
APPROX OG
PARAPET TOP OF RAIL TOP OF DECK
FG
BENT 2 BENT 3ABUT 4ABUT 1
DATUM ELEV 2260.00
SB CHSR •
NB CHSR •
PILE CAP (TYP)
EDGE OF DECK
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
BB EB
SCALE 1"= 40'
PLAN
SCALE 1"= 40'
E
ST-B3004
ELEVATION
LTOP OF RAIL "SB CHSR C"NO SCALE
1200'VC
R=0.02/STA
21
FG
EL
EV 2360.35
20682
+97.00
"S
B
CH
SR •"
EL
EV 2359.92
20686
+37.00
"S
B
CH
SR •"
"SB CHSR •"
STA 20682+97.00
BB
"SB CHSR •"
STA 20686+37.00
EB
PROP CHSR R/W
PROP CHSR R/W
EDGE OF DECK
TOTAL LENGTH = 340'-0" (MEASURED ALONG "SB CHSR •")
100'-0"140'-0"100'-0"
18'-
11"
LA COUNTY R/W
AV
E
E
CIP PS BOX GIRDER
106'-2"
ACCESS ROAD
20681+00 20682+00 20683+00 20684+00 20685+00 20686+00 20687+00 20688+00 20689+00
20681+00 20682+00 20683+00 20684+00 20685+00 20686+00 20687+00 20688+00 20689+00
20685+002 3 4 6 7 820681+00 20689+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR13-44
DRAWING NO.
ST-J1102
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1102.dgn
11:17:19
AM
10/30/2017
TY
LI\
YWang
T
-
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVES 1,2,3
TRACK STRUCTURES
AVENUE F VIADUCT
PLAN AND ELEVATION
ELEV 2335.90
20766+40.75 BVCELEV 2338.87
20693+81.68 EVC
21
APPROX OG
PARAPET TOP OF RAILTOP OF DECK
BENT 2 BENT 3ABUT 1
DATUM ELEV 2250.00
SB CHSR •
NB CHSR • PILE CAP (TYP)
EDGE OF DECK
EDGE OF DECK
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
BB
SCALE 1"= 40'
SCALE 1"= 40'
PLAN
ELEVATION
A
ST-B3001
FG
LTOP OF RAIL "SB CHSR C"NO SCALE
-0.04%
EL
EV 2337.17
20735
+35.00
"S
B
CH
SR •"
EL
EV 2336.85
20743
+15.00
"S
B
CH
SR •"
"SB CHSR •"
STA 20735+35.00
BB
BENT 4 BENT 5 BENT 6 18'-
6"
20744+00
20744+00
51'-
2"
CIDH PILE
12TH PL W
TOTAL LENGTH = 2630'-0" (MEASURED ALONG "SB CHSR •")
120'-0"120'-0"110'-0"110'-0"110'-0"110'-0"110'-0"110'-0"
BENT 7 BENT 8
TRANSITION SLAB
TRANSITION SLAB
DR
AWI
NG
NO. ( S
T-J1103
A )
MA
TC
H
LI
NE
ST
A 20744
+00
DR
AWI
NG
NO. ( S
T-J1103
A )
MA
TC
H
LI
NE
ST
A 20744
+00
PROP CHSR R/W
PROP CHSR R/W
20740+00 1 2 420735+00 6 7 8 9 34
20734+00 20735+00 20736+0020737+00 20738+00 20739+00 20
740+00 20741+00 20742+00 20743+00 20744+00
20734+00 20735+00 20736+0020737+00 20738+00 20739+00
20740+00 20741+00 20742+00 20743+00 20744+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIA
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR13-44
N
DRAWING NO.
ST-J1103
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1103.dgn
11:26:30
AM
10/30/2017
TY
LI\
YWang
-
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVES 1,2,3
TRACK STRUCTURES
AVENUE F VIADUCT
PLAN AND ELEVATION
ELEV 2335.90
20766+40.75 BVCELEV 2338.87
20693+81.68 EVC
APPROX OG
PARAPET TOP OF RAILTOP OF DECK
DATUM ELEV 2250.00
SB CHSR •
NB CHSR •
PILE CAP (TYP)
EDGE OF DECK
EDGE OF DECK
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
SCALE 1"= 40'
SCALE 1"= 40'
PLAN
ELEVATIONW
ES
T
AV
E F
LTOP OF RAIL "SB CHSR C"NO SCALE
-0.04%
EL
EV 2336.80
20744
+35.00
"S
B
CH
SR •"
EL
EV 2336.44
20753
+05.00
"S
B
CH
SR •"
PROP CHSR R/W
PROP CHSR R/W
LA COUNTY R/W
17'-
3"
20744+00
12TH PL W
20744+00
DR
AWI
NG
NO. ( S
T-J1103
B )
MA
TC
H
LI
NE
ST
A 20753
+80
DR
AWI
NG
NO. ( S
T-J1103
B )
MA
TC
H
LI
NE
ST
A 20753
+80
TOTAL LENGTH = 2630'-0" (MEASURED ALONG "SB CHSR •")
BENT 9 BENT 10 BENT 11 BENT 12 BENT 13 BENT 14 BENT 15
E
ST-B3004
1
CIP PS BOX GIRDER OR BALANCED CANTILEVER SEGMENTAL
CIDH PILE (TYP)
AM
AR
GO
SA
CR
EE
K
118'-3"
DR
AWI
NG
NO. ( S
T-J1103 )
MA
TC
H
LI
NE
ST
A 20744
+00
DR
AWI
NG
NO. ( S
T-J1103 )
MA
TC
H
LI
NE
ST
A 20744
+00
100'-0"100'-0"100'-0"100'-0"100'-0"120'-0"150'-0"120'-0"80'-0"120'-0"
BENT 16 BENT 17
20754+00
1
A
ST-B3001
F RR R F R
20745+00 20750+004 6 7 8 9 21 20753+00
20744+00 20745+00 20746+00 20747+00 20748+00 20749+00 20750+00 20751+00 20752+00 20753+00 20754+00
20745+00 20746+00 20747+00 20748+00 20749+00 20750+00 20751+00 20752+00 20753+00 20754+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR13-44
DRAWING NO.
ST-J1103A
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1103
A.dgn
11:10:43
AM
10/30/2017
TY
LI\
YWang
-
CALIFORNIA HIGH-SPEED RAIL PROJEC
BAKERSFIELD TO PALMDALEALTERNATIVES 1,2,3
TRACK STRUCTURES
AVENUE F VIADUCT
PLAN AND ELEVATION
ELEV 2335.90
20766+40.75 BVCELEV 2338.87
20693+81.68 EVC
APPROX OG
PARAPET TOP OF RAILTOP OF DECK
FG
DATUM ELEV 2250.00
SB CHSR •
NB CHSR • PILE CAP (TYP)
EDGE OF DECK
EDGE OF DECK
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
EB
SCALE 1"= 40'
SCALE 1"= 40'
PLAN
ELEVATION
A
ST-B3001
21
LTOP OF RAIL "SB CHSR C"NO SCALE
-0.04%
EL
EV 2336.40
20754
+05.00
"S
B
CH
SR •"
EL
EV 2336.09
20761
+65.00
"S
B
CH
SR •"
"SB CHSR •"
STA 20761+65.00
EB
PROP CHSR R/W
PROP CHSR R/W
20754+00
20754+00
TOTAL LENGTH = 2630'-0" (MEASURED ALONG "SB CHSR •")
110'-0"110'-0"110'-0"110'-0"110'-0"110'-0"100'-0"
BENT 18 BENT 19 BENT 20 BENT 21ABUT 25
DR
AWI
NG
NO. ( S
T-J1103
A )
MA
TC
H
LI
NE
ST
A 20753
+80
DR
AWI
NG
NO. ( S
T-J1103
A )
MA
TC
H
LI
NE
ST
A 20753
+80
CIDH PILE
100'-0"
BENT 22 BENT 23 BENT 24
TRANSITION SLAB
TRANSITION SLAB
20755+00 20760+004 6 7 8 9 1 2 320760+006 7 8 9 1 2 3
20754+00 20755+00 20756+00 20757+00 20758+00 20759+00 20760+00 20761+00 20762+00 20763+00
20754+00 20755+00 20756+00 20757+00 20758+00 20759+00 20760+00 20761+00 20762+00 20763+00 20764+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR13-44T
DRAWING NO.
ST-J1103B
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1103
B.dgn
11:23:31
AM
10/30/2017
TY
LI\
YWang
-
CALIFORNIA HIGH-SPEED RAIL PROJEC
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
VIADUCT STATION 17285+00 TO 17440+82.05
PLAN AND ELEVATION
SCALE 1"= 40'
PLAN
SB CHSR •
NB CHSR •
EDGE OF DECKPILE CAP (TYP)
EDGE OF DECK
BENT 1 BENT 2 BENT 3 BENT 4
SCALE 1"= 40'
ELEVATION
DATUM ELEV 385.00APPROX OG
PARAPET TOP OF RAIL TOP OF DECK
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
EDISON HWY
DR
AWI
NG
NO. ( S
T-J1105 )
MA
TC
H
LI
NE
ST
A 17290
+00
DR
AWI
NG
NO. ( S
T-J1105 )
MA
TC
H
LI
NE
ST
A 17290
+00
1 1
17290+00
17290+00
7097+00
7097+00
BALANCED CANTILEVER SEGMENTAL
R F R
PTEF
PPEF
PPEF
A
ST-B3001E
ST-B3004
110'-0"110'-0"110'-0"160'-0"180'-0"
+0.07%ELEV 492.70
17302+00.00 EVC
170'-0"
LTOP OF RAIL "SB CHSR C"NO SCALE
TOTAL LENGTH = 15582'-0" (MEASURED ALONG "SB CHSR •")
EL
EV 492.16
17284
+12.05
"S
B
CH
SR •"
EL
EV 492.55
17289
+72.05
"S
B
CH
SR •"
PROP CHSR R/W
PROP CHSR R/W
ST
RE
ET
OS
WE
LL
FR
ON
T
1
BEGIN STA 17285+00.00 "ALT 2"
END STA 7101+07.95 "FB LGA"=
TIE INTO "FB LGA"
START OF "ALT 2"
END OF "FB LGA"
"FB LGA"
81'±
UPRR TRACK •
UPRR R/W
KERN COUNTY R/W
ELEV 492.57
17290+00.00 BVC
1200' VC
RC = 0.01/STA
EXIS
T
OS
WE
LL
ST
OH
PTEF
18'-
3"
OSWELL ST OH
EXIST
7100+007099+007098+007097+00
6 7 8 9517284+00 17290+00
17285+00 17286+00 17287+00 17288+00 17289+00 17290+00
17285+00 17286+00 17287+00 17288+00 17289+00 17290+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44
BY
DRAWING NO.
ST-J1104
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1104.dgn
11:26:41
AM
10/30/2017
TY
LI\
YWang
T
-
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
VIADUCT STATION 17285+00 TO 17440+82.05
PLAN AND ELEVATION
SCALE 1"= 40'
PLAN
SCALE 1"= 40'
PARAPET TOP OF RAIL TOP OF DECK
DATUM ELEV 385.00
APPROX OG
BENT 6 BENT 7 BENT 8 BENT 9 BENT 10 BENT 11 BENT 12
SB CHSR • EDGE OF DECK
NB CHSR • PILE CAP (TYP)EDGE OF DECK
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
EDISON HWY
DR
AWI
NG
NO. ( S
T-J1106 )
MA
TC
H
LI
NE
ST
A 17300
+00
DR
AWI
NG
NO. ( S
T-J1106 )
MA
TC
H
LI
NE
ST
A 17300
+00
DR
AWI
NG
NO. ( S
T-J1104 )
MA
TC
H
LI
NE
ST
A 17290
+00
DR
AWI
NG
NO. ( S
T-J1104 )
MA
TC
H
LI
NE
ST
A 17290
+00
1
17290+00 17300+00
17290+00 17300+00
BENT 5
ELEVATION
A
ST-B3001
PPEF
PPEFPTEF
120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"110'-0"110'-0"
0.07%
PTEF
LTOP OF RAIL "SB CHSR C"NO SCALE
EL
EV 492.78
17299
+12.05
"S
B
CH
SR •"
EL
EV 492.62
17290
+82.05
"S
B
CH
SR •"
PROP CHSR R/W
PROP CHSR R/W
1
TOTAL LENGTH = 15582'-0" (MEASURED ALONG "SB CHSR •")
UPRR TRACK •
KERN COUNTY R/W
UPRR R/W
1200' VC
RC = 0.01/STA
ELEV 492.57
17290+00.00 BVCELEV 492.70
17302+00.00 EVC
1 2 3 4 6 7 8 917290+00 17295+00 17300+00
17290+00 17291+00 17292+00 17293+00 17294+00 17295+00 17296+00 17297+00 17298+00 17299+00 17300+00
17290+00 17291+00 17292+00 17293+00 17294+00 17295+00 17296+00 17297+00 17298+00 17299+00 17300+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44
BY
DRAWING NO.
ST-J1105
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1105.dgn
11:21:27
AM
10/30/2017
TY
LI\
YWang
-
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
VIADUCT STATION 17285+00 TO 17440+82.05
PLAN AND ELEVATION
SCALE 1"= 40'
PLAN
SCALE 1"= 40'
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
EDGE OF DECK SB CHSR •
PILE CAP (TYP)NB CHSR • EDGE OF DECK
PARAPET TOP OF RAIL TOP OF DECK
APPROX OG
DATUM ELEV 385.00
BENT 14 BENT 15 BENT 16 BENT 17 BENT 18 BENT 19 BENT 20 BENT 21
EDISON HWY
S17310+00
DR
AWI
NG
NO. ( S
T-J1107 )
MA
TC
H
LI
NE
ST
A 17310
+00
DR
AWI
NG
NO. ( S
T-J1105 )
MA
TC
H
LI
NE
ST
A 17300
+00
DR
AWI
NG
NO. ( S
T-J1105 )
MA
TC
H
LI
NE
ST
A 17300
+00
1
17300+00
DR
AWI
NG
NO. ( S
T-J1107 )
MA
TC
H
LI
NE
ST
A 17310
+00.00
17310+0017300+00
BENT 13
ELEVATION
A
ST-B3001
PPEF
PPEF
PTEF
110'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0" 110'-0"
-0.05%
ELEV 490.02
17358+41.55 BVC
PTEF
LTOP OF RAIL "SB CHSR C"NO SCALE
TOTAL LENGTH = 15582'-0" (MEASURED ALONG "SB CHSR •")
EL
EV 492.33
17309
+82.05
"S
B
CH
SR •"
EL
EV 492.77
17300
+32.05
"S
B
CH
SR •"
PROP CHSR R/W
PROP CHSR R/W
1
UPRR TRACK •
KERN COUNTY R/W
UPRR R/W
UPRR R/W
RC = 0.01/STA
1200' VC
ELEV 492.70
17302+00.00 EVC
17300+00 17301+00 17302+00 17303+00 17304+00 17305+00 17306+00 17307+00 17308+00 17309+00 17310+00
17300+00 17301+00 17302+00 17303+00 17304+00 17305+00 17306+00 17307+00 17308+00 17309+00 17310+00
1 2 3 4 6 7 8 917300+00 17305+00 17310+00
DESIGNED BY
ROBERT BARTO
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44
BY
N
DRAWING NO.
ST-J1106
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1106.dgn
11:16:37
AM
10/30/2017
TY
LI\
YWang
-
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEBAKERSFIELD TO PALMDALEALTERNATIVE 2ALTERNATIVE 2
TRACK STRUCTURES
VIADUCT STATION 17285+00 TO 17440+82.05VIADUCT STATION 17285+00 TO 17440+82.05
PLAN AND ELEVATIONPLAN AND ELEVATION
SCALE 1"= 40'
PLAN
SCALE 1"= 40'
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
EDGE OF DECK SB CHSR •
PILE CAP (TYP)
NB CHSR •
EDGE OF DECK
DATUM ELEV 385.00
BENT 23 BENT 24 BENT 25 BENT 26 BENT 27 BENT 28 BENT 29
EDISON HWY
ST
ER
LIN
G
RD
TOP OF RAIL
APPROX OG
PARAPET TOP OF DECK
DR
AWI
NG
NO. ( S
T-J1108 )
MA
TC
H
LI
NE
ST
A 17319
+80
DR
AWI
NG
NO. ( S
T-J1106 )
MA
TC
H
LI
NE
ST
A 17310
+00
DR
AWI
NG
NO. ( S
T-J1106 )
MA
TC
H
LI
NE
ST
A 17310
+00
DR
AWI
NG
NO. ( S
T-J1108 )
MA
TC
H
LI
NE
ST
A 17319
+80
1
17310+00 17319+80
17319+80
BENT 22
ELEVATION
A
ST-B3001
PPEF
PPEF
PTEF
120'-0"120'-0"120'-0"110'-0"110'-0"110'-0"110'-0"110'-0"110'-0"
PTEF
PROP CHSR R/W
PROP CHSR R/W1
TOTAL LENGTH = 15582'-0" (MEASURED ALONG "SB CHSR •")
LTOP OF RAIL "SB CHSR C"NO SCALE
EL
EV 492.28
17310
+92.05
"S
B
CH
SR •"
EL
EV 491.90
17318
+82.05
"S
B
CH
SR •"
57'±
17310+00
UPRR TRACK •
UPRR R/W
KERN COUNTY R/W
UPRR R/W
ELEV 492.70
17302+00.00 EVCELEV 490.02
17358+41.55 BVC
-0.05%
PTEF
17310+00 17311+00 17312+00 17313+00 17314+00 17315+00 17316+00 17317+00 17318+00 17319+00 17320+00
17310+00 17311+00 17312+00 17313+00 17314+00 17315+00 17316+00 17317+00 17318+00 17319+00 17320+00
1 2 3 4 6 7 8 917310+00 17315+00 17320+00
DESIGNED BY
ROBERT BARTONROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAR. GOLCHOOBIA
IN CHARGE
STEVE SMITHSTEVE SMITHDATE
10/31/201710/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44HSR 13-44
BY
BY
NN
DRAWING NO.
ST-J1107ST-J1107
SCALE
AS SHOWNAS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1107.dgn
11:21:40
AM
10/30/2017
TY
LI\
YWang
-
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
VIADUCT STATION 17285+00 TO 17440+82.05
PLAN AND ELEVATION
SCALE 1"= 40'
PLAN
SCALE 1"= 40'
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
EDGE OF DECK SB CHSR •
PILE CAP (TYP)
NB CHSR • EDGE OF DECK
EDISON HWY
DATUM ELEV 385.00
PARAPET TOP OF RAIL TOP OF DECK
BENT 31 BENT 32 BENT 33 BENT 34 BENT 35 BENT 36 BENT 37 BENT 38
APPROX OG
DR
AWI
NG
NO. ( S
T-J1109 )
MA
TC
H
LI
NE
ST
A 17330
+00
DR
AWI
NG
NO. ( S
T-J1107 )
MA
TC
H
LI
NE
ST
A 17319
+80
DR
AWI
NG
NO. ( S
T-J1107 )
MA
TC
H
LI
NE
ST
A 17319
+80
DR
AWI
NG
NO. ( S
T-J1109 )
MA
TC
H
LI
NE
ST
A 17330
+00
1
17330+00
17320+00 17330+00
BENT 30
ELEVATION
A
ST-B3001
PPEF
PPEFPTEF
120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0" 120'-0"
PTEF
LTOP OF RAIL "SB CHSR C"NO SCALE
TOTAL LENGTH = 15582'-0" (MEASURED ALONG "SB CHSR •")
EL
EV 491.39
17329
+62.05
"S
B
CH
SR •"
EL
EV 491.84
17320
+02.05
"S
B
CH
SR •"
PROP CHSR R/W
PROP CHSR R/W
1
ACCESS
STAIRWAY
VIADUCT
ACCESS
STAIRWAY
VIADUCT
UPRR TRACK •
UPRR R/W
KERN COUNTY R/W
ELEV 492.70
17302+00.00 EVCELEV 490.02
17358+41.55 BVC
-0.05%
17320+00 17321+00 17322+00 17323+00 17324+00 17325+00 17326+00 17327+00 17328+00 17329+00 17330+00
1 2 3 4 6 7 8 917320+00 17325+00 17330+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44
BY
DRAWING NO.
ST-J1108
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1108.dgn
11:26:03
AM
10/30/2017
TY
LI\
YWang
-
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
VIADUCT STATION 17285+00 TO 17440+82.05
PLAN AND ELEVATION
SCALE 1"= 40'
PLAN
SCALE 1"= 40'
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
EDGE OF DECK SB CHSR •
PILE CAP (TYP)NB CHSR • EDGE OF DECK
EDISON HWY
DATUM ELEV 385.00BENT 40 BENT 41 BENT 42 BENT 43 BENT 44 BENT 45 BENT 46
PARAPET TOP OF RAIL TOP OF DECK
APPROX OG
1
DR
AWI
NG
NO. ( S
T-J1110 )
MA
TC
H
LI
NE
ST
A 17340
+00
DR
AWI
NG
NO. ( S
T-J1108 )
MA
TC
H
LI
NE
ST
A 17330
+00
DR
AWI
NG
NO. ( S
T-J1108 )
MA
TC
H
LI
NE
ST
A 17330
+00
DR
AWI
NG
NO. ( S
T-J1110 )
MA
TC
H
LI
NE
ST
A 17340
+00
17330+00 17340+00
17330+00 17340+00
BENT 39
ELEVATION
A
ST-B3001
PPEF
PPEF
PTEF
110'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"
PTEF 1
EL
EV 490.93
17339
+22.05
"S
B
CH
SR •"
EL
EV 491.33
17330
+82.05
"S
B
CH
SR •"
PROP CHSR R/W
PROP CHSR R/W
LTOP OF RAIL "SB CHSR C"NO SCALE
TOTAL LENGTH = 15582'-0" (MEASURED ALONG "SB CHSR •")
UPRR TRACK •
UPRR R/W
KERN COUNTY R/W
ELEV 492.70
17302+00.00 EVCELEV 490.02
17358+41.55 BVC
-0.05%
PTEF
17330+00 17331+00 17332+00 17333+00 17334+00 17335+00 17336+00 17337+00 17338+00 17339+00 17340+00
17330+00 17331+00 17332+00 17333+00 17334+00 17335+00 17336+00 17337+00 17338+00 17339+00 17340+00
1 2 3 4 6 7 8 917330+00 17335+00 17340+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44
BY
DRAWING NO.
ST-J1109
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1109.dgn
11:21:39
AM
10/30/2017
TY
LI\
YWang
-
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
VIADUCT STATION 17285+00 TO 17440+82.05
PLAN AND ELEVATION
SCALE 1"= 40'
PLAN
SCALE 1"= 40'
EDGE OF DECK
SB CHSR •
PILE CAP (TYP)NB CHSR • EDGE OF DECK
EDISON HWY
DE
AC
ON
AV
E
DATUM ELEV 385.00BENT 48 BENT 49 BENT 50 BENT 51 BENT 52 BENT 53 BENT 54
APPROX OG
-0.05%
PARAPET TOP OF RAIL TOP OF DECK
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
1
DR
AWI
NG
NO. ( S
T-J1109 )
MA
TC
H
LI
NE
ST
A 17340
+00
F R R F
DR
AWI
NG
NO. ( S
T-J1111 )
MA
TC
H
LI
NE
ST
A 17350
+00
DR
AWI
NG
NO. ( S
T-J1111 )
MA
TC
H
LI
NE
ST
A 17350
+00
DR
AWI
NG
NO. ( S
T-J1109 )
MA
TC
H
LI
NE
ST
A 17340
+00
1
17340+00 17350+00
17340+00 17350+00
BENT 47
BALANCED CANTILEVER SEGMENTAL
ELEVATION
E
ST-B3004
A
ST-B3001
PPEF
PPEF
PTEF
120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"210'-0"120'-0"110'-0"
19'-
0"
PTEF
LTOP OF RAIL "SB CHSR C"NO SCALE
TOTAL LENGTH = 15582'-0" (MEASURED ALONG "SB CHSR •")
EL
EV 490.43
17349
+62.05
"S
B
CH
SR •"
EL
EV 490.88
17340
+32.05
"S
B
CH
SR •"
EXIST FAIRFAX OH
FAIR
FA
X
RD
PROP CHSR R/W
PROP CHSR R/W 1
FAIR
FA
X
OH
EXIS
T
UPRR TRACK •
UPRR R/W
KERN COUNTY R/W
ELEV 492.70
17302+00.00 EVCELEV 490.02
17358+41.55 BVC
R
81'±
UPRR R/W
17340+00 17341+00 17342+00 17343+00 17344+00 17345+00 17346+00 17347+00 17348+00 17349+00 17350+00
17340+00 17341+00 17342+00 17343+00 17344+00 17345+00 17346+00 17347+00 17348+00 17349+00 17350+00
1 2 3 4 6 7 8 917340+00 17345+00 17350+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44
BY
DRAWING NO.
ST-J1110
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1110.dgn
11:19:05
AM
10/30/2017
TY
LI\
YWang
-
CALIFORNIA HIGH-SPEED RAIL PROJEC
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
VIADUCT STATION 17285+00 TO 17440+82.05
PLAN AND ELEVATION
SCALE 1"= 40'
PLAN
SCALE 1"= 40'
EDGE OF DECK
SB CHSR •
NB CHSR • EDGE OF DECKPILE CAP (TYP)
EDISON HWY
DATUM ELEV 385.00
APPROX OG
BENT 56 BENT 57 BENT 58 BENT 59 BENT 60 BENT 61
PARAPET TOP OF RAIL TOP OF DECK
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
DR
AWI
NG
NO. ( S
T-J1112 )
MA
TC
H
LI
NE
ST
A 17360
+00
F R
DR
AWI
NG
NO. ( S
T-J1110 )
MA
TC
H
LI
NE
ST
A 17350
+00
DR
AWI
NG
NO. ( S
T-J1112 )
MA
TC
H
LI
NE
ST
A 17360
+00
DR
AWI
NG
NO. ( S
T-J1110 )
MA
TC
H
LI
NE
ST
A 17350
+00
1 1
42'-
2"
17350+00 17360+00
17350+00 17360+00
BENT 55
BALANCED CANTILEVER SEGMENTAL
ELEVATION
A
ST-B3001
E
ST-B3004
PPEF
PPEF
PTEF
ELEV 491.68
17370+41.55 BVC
150'-0"240'-0"150'-0"120'-0"120'-0"120'-0"120'-0"120'-0"
PTEF
PROP CHSR R/W
PROP CHSR R/W
17358+00
17359+00
1 1
LTOP OF RAIL "SB CHSR C"NO SCALE
TOTAL LENGTH = 15582'-0" (MEASURED ALONG "SB CHSR •")
EL
EV 490.38
17350
+82.05
"S
B
CH
SR •"
EL
EV 489.98
17359
+52.05
"S
B
CH
SR •"
TYP
UPRR TRACK • SJVR TRACK •
UPRR R/W
SJVR R/W
KERN COUNTY R/W
-0.05%
ELEV 492.70
17302+00.00 EVCELEV 490.02
17358+41.55 BVC
VC = 1200
RC = 0.03%/STA
R
17350+00 17351+00 17352+00 17353+00 17354+00 17355+00 17356+00 17357+00 17358+00 17359+00 17360+00
17350+00 17351+00 17352+00 17353+00 17354+00 17355+00 17356+00 17357+00 17358+00 17359+00 17360+00
1 2 3 4 6 7 8 917350+00 17355+00 17360+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
BY
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1111
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1111.dgn
11:25:30
AM
10/30/2017
TY
LI\
YWang
T
-
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
VIADUCT STATION 17285+00 TO 17440+82.05
PLAN AND ELEVATION
SCALE 1"= 40'
PLAN
SCALE 1"= 40'
EDGE OF DECK
SB CHSR •
NB CHSR • EDGE OF DECK
PILE CAP (TYP)
EDISON HWY
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
BENT 63
DATUM ELEV 385.00
BENT 64 BENT 65 BENT 66 BENT 67 BENT 68
APPROX OG
PARAPET TOP OF RAIL TOP OF DECK
1
R F R
DR
AWI
NG
NO. ( S
T-J1111 )
MA
TC
H
LI
NE
ST
A 17360
+00
DR
AWI
NG
NO. ( S
T-J1111 )
MA
TC
H
LI
NE
ST
A 17360
+00
17360+00
17360+00
BENT 62
BALANCED CANTILEVER SEGMENTAL
ELEVATION
A
ST-B3001
PPEF
PPEFPTEF
PTEF
DR
AWI
NG
NO. S
T-J1178
AL
TE
RN
ATI
VE
B-3 -
AL
T 2
TIE I
N 17370
+41.55
DR
AWI
NG
NO. S
T-J1113
AL
TE
RN
ATI
VE 2 17370
+73.64
=
MA
TC
H
LI
NE
ST
ATI
ON
EQ
UA
TI
ON
DR
AWI
NG
NO. S
T-J1178
AL
TE
RN
ATI
VE
B-3 -
AL
T 2
TIE I
N 17370
+41.55
DR
AWI
NG
NO. S
T-J1113
AL
TE
RN
ATI
VE 2 17370
+73.64
=
MA
TC
H
LI
NE
ST
ATI
ON
EQ
UA
TI
ON
TOTAL LENGTH = 15582'-0" (MEASURED ALONG "SB CHSR •")
LTOP OF RAIL "SB CHSR C"NO SCALE
EL
EV 490.00
17361
+02.05
"S
B
CH
SR •"
EL
EV 491.74
17370
+62.05
"S
B
CH
SR •"
1PROP CHSR R/W
PROP CHSR R/W
UPRR R/W
UPRR TRACK •UPRR TRACK •
KERN COUNTY R/WSJVR R/W
RC = 0.03%/STA
VC = 1200
ELEV 491.68
17370+41.55 BVC
ELEV 490.02
17358+41.55 BVC
BENT 69 BENT 70
120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"150'-0" 120'-0"
17360+00 17361+00 17362+00 17363+00 17364+00 17365+00 17366+00 17367+00 17368+00 17369+00 17370+00
17360+00 17361+00 17362+00 17363+00 17364+00 17365+00 17366+00 17367+00 17368+00 17369+00 17370+00
1 2 3 4 6 717360+00 17365+00 17370+0017368+00 17369+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
BY
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1112
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1112.dgn
11:22:37
AM
10/30/2017
TY
LI\
YWang
-
CALIFORNIA HIGH-SPEED RAIL PROJEC
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
VIADUCT STATION 17285+00 TO 17440+82.05
PLAN AND ELEVATION
SCALE 1"= 40'
PLAN
SCALE 1"= 40'
EDGE OF DECK
SB CHSR •
NB CHSR • EDGE OF DECK
EDISON HWY
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
DATUM ELEV 385.00
APPROX OG
BENT 71 BENT 72 BENT 73 BENT 74 BENT 75 BENT 76 BENT 77
PARAPET TOP OF RAIL TOP OF DECK
1
DR
AWI
NG
NO. ( S
T-J1114 )
MA
TC
H
LI
NE
ST
A 17380
+00
DR
AWI
NG
NO. ( S
T-J1114 )
MA
TC
H
LI
NE
ST
A 17380
+00
17380+00
17380+00
ELEVATION
A
ST-B3001
PPEFPTEF
ELEV 503.79
17407+81.55 BVC
DR
AWI
NG
NO. S
T-J1178
AL
TE
RN
ATI
VE
B-3 -
AL
T 2
TIE I
N 17370
+41.55
DR
AWI
NG
NO. S
T-J1112
AL
TE
RN
ATI
VE 2 17370
+73.64
=
MA
TC
H
LI
NE
ST
ATI
ON
EQ
UA
TI
ON
DR
AWI
NG
NO. S
T-J1178
AL
TE
RN
ATI
VE
B-3 -
AL
T 2
TIE I
N 17370
+41.55
DR
AWI
NG
NO. S
T-J1112
AL
TE
RN
ATI
VE 2 17370
+73.64
=
MA
TC
H
LI
NE
ST
ATI
ON
EQ
UA
TI
ON
LTOP OF RAIL "SB CHSR C"NO SCALE
TOTAL LENGTH = 15582'-0" (MEASURED ALONG "SB CHSR •")
EL
EV 494.46
17379
+02.05
"S
B
CH
SR •"
EL
EV 492.13
17371
+82.05
"S
B
CH
SR •"
1
PROP CHSR R/W
PROP CHSR R/W
UPRR TRACK •
UPRR R/WPILE CAP (TYP)
KERN COUNTY R/W
RC = 0.03%/STA
VC = 1200
ELEV 490.02
17358+41.55 BVC
ELEV 491.68
17370+41.55 BVC
0.32%
120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"
17371+00
17371+00 17372+00 17373+00 17374+00 17375+00 17376+00 17377+00 17378+00 17379+00 17380+00
17371+00 17372+00 17373+00 17374+00 17375+00 17376+00 17377+00 17378+00 17379+00 17380+00
1 2 3 4 6 7 8 917375+00 17380+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44
BY
DRAWING NO.
ST-J1113
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1113.dgn
11:16:22
AM
10/30/2017
TY
LI\
YWang
T
-
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
VIADUCT STATION 17285+00 TO 17440+82.05
PLAN AND ELEVATION
PLAN
EDGE OF DECKSB CHSR •
NB CHSR • EDGE OF DECKPILE CAP (TYP)
EDISON HWY
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
DATUM ELEV 385.00
BENT 79 BENT 80 BENT 81 BENT 82 BENT 83 BENT 84 BENT 85 BENT 86
APPROX OG
PARAPET TOP OF RAIL TOP OF DECK
0.32%
1
DR
AWI
NG
NO. ( S
T-J1115 )
MA
TC
H
LI
NE
ST
A 17390
+00
DR
AWI
NG
NO. ( S
T-J1113 )
MA
TC
H
LI
NE
ST
A 17380
+00
DR
AWI
NG
NO. ( S
T-J1115 )
MA
TC
H
LI
NE
ST
A 17390
+00
DR
AWI
NG
NO. ( S
T-J1113 )
MA
TC
H
LI
NE
ST
A 17380
+00
17380+00 17390+00
17380+00 17390+00
BENT 78
ELEVATION
A
ST-B3001
PPEF
PPEFPTEF
110'-0"120'-0"110'-0"110'-0"110'-0"110'-0"120'-0"120'-0"120'-0"120'-0"
SCALE 1"= 40'
SCALE 1"= 40'
PTEF
NO SCALELTOP OF RAIL "SB CHSR C"
TOTAL LENGTH = 15582'-0" (MEASURED ALONG "SB CHSR •")
EL
EV 497.83
17389
+42.05
"S
B
CH
SR •"
EL
EV 494.85
17380
+22.05
"S
B
CH
SR •"
PROP CHSR R/W
PROP CHSR R/W
1
17382+00
17382+00
TS 17381
+81.55
TS 17381
+81.55
UPRR TRACK •
UPRR R/W
KERN COUNTY R/W
ELEV 491.68
17370+41.55 BVCELEV 503.79
17407+81.55 BVC
17380+00 17381+00 17382+00 17383+00 17384+00 17385+00 17386+00 17387+00 17388+00 17389+00 17390+00
17380+00 17381+00 17382+00 17383+00 17384+00 17385+00 17386+00 17387+00 17388+00 17389+00 17390+00
1 2 3 4 6 7 8 917380+00 17385+00 17390+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1114
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1114.dgn
11:15:18
AM
10/30/2017
TY
LI\
YWang
-
CALIFORNIA HIGH-SPEED RAIL PROJEC
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
VIADUCT STATION 17285+00 TO 17440+82.05
PLAN AND ELEVATION
SCALE 1"= 40'
PLAN
SCALE 1"= 40'
EDGE OF DECKSB CHSR •
NB CHSR • EDGE OF DECK
EDISON HWY
DATUM ELEV 385.00
APPROX OG
BENT 88 BENT 89 BENT 90BENT 91 BENT 92
BENT 93
PARAPET TOP OF RAIL TOP OF DECK
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
0.32%
WE
ED
PA
TC
H
HW
Y
ELEV 503.79
17407+81.55 BVC
ELEV 491.68
17370+41.55 EVC
1 1
DR
AWI
NG
NO. ( S
T-J1114 )
MA
TC
H
LI
NE
ST
A 17390
+00
F RR R F
DR
AWI
NG
NO. ( S
T-J1116 )
MA
TC
H
LI
NE
ST
A 17400
+00
DR
AWI
NG
NO. ( S
T-J1116 )
MA
TC
H
LI
NE
ST
A 17400
+00
DR
AWI
NG
NO. ( S
T-J1114 )
MA
TC
H
LI
NE
ST
A 17390
+00
17390+00 17400+00
17400+0017390+00
BENT 87
BALANCED CANTILEVER SEGMENTAL
ELEVATION
A
ST-B3001E
ST-B3004
PPEF
PTEF
120'-0"160'-0"260'-0"160'-0"110'-0"110'-0"110'-0"110'-0"
LTOP OF RAIL "SB CHSR C"NO SCALE
TOTAL LENGTH = 15582'-0" (MEASURED ALONG "SB CHSR •")
EL
EV 498.19
17390
+52.05
"S
B
CH
SR •"
EL
EV 501.14
17399
+62.05
"S
B
CH
SR •"
MO
RNI
NG
DR
PROP CHSR R/W
PROP CHSR R/W 1
17396+00 17397+00
PILE CAP (TYP)
UPRR TRACK •
KERN COUNTY R/W
UPRR R/W126'-0
"
WALL, TYP
RETAINING
30'-
4"
FG
DRIVE UC
MORNING
CALTRANS R/W
PPEF
CALTRANS R/W
17390+00 17391+00 17392+00 17393+00 17394+00 17395+00 17396+00 17397+00 17398+00 17399+00 17400+00
17390+00 17391+00 17392+00 17397+0017396+0017395+0017394+0017393+00 17398+00 17399+00 17400+00
1 2 3 4 6 7 8 917390+00 17395+00 17400+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1115
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1115.dgn
11:20:59
AM
10/30/2017
TY
LI\
YWang
T
-
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
VIADUCT STATION 17285+00 TO 17440+82.05
PLAN AND ELEVATION
SCALE 1"= 40'
PLAN
SCALE 1"= 40'
0.32%
EDGE OF DECK
SB CHSR •
NB CHSR • EDGE OF DECKPILE CAP (TYP)
EDISON HWY
DATUM ELEV 385.00
APPROX OG
BENT 96 BENT 97 BENT 98 BENT 99 BENT 100 BENT 101 BENT 102
PARAPET TOP OF RAIL
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
1
ELEV 491.68
17370+41.55 EVC
DR
AWI
NG
NO. ( S
T-J1115 )
MA
TC
H
LI
NE
ST
A 17400
+00
BENT 95
DR
AWI
NG
NO. ( S
T-J1117 )
MA
TC
H
LI
NE
ST
A 17410
+00
DR
AWI
NG
NO. ( S
T-J1117 )
MA
TC
H
LI
NE
ST
A 17410
+00
DR
AWI
NG
NO. ( S
T-J1115 )
MA
TC
H
LI
NE
ST
A 17400
+00
17400+00 17410+00
17400+00 17410+00
BENT 94
ELEVATION
C
ST-B3002PPEF
PTEF
TOP OF DECK
ELEV 503.79
17407+81.55 BVC
ELEV 517.42
17430+49.57 EVC
CIDH PILE (TYP)
PPEF
LTOP OF RAIL "SB CHSR C"NO SCALE
TOTAL LENGTH = 15582'-0" (MEASURED ALONG "SB CHSR •")
RC = 0.02%/STA
EL
EV 504.34
17409
+42.05
"S
B
CH
SR •"
EL
EV 501.53
17400
+82.05
"S
B
CH
SR •"
PROP CHSR R/W
1PROP CHSR R/W
TYP
17405+00 17408+0017401+00
17405+00 17408+00 17409+00
1 TYP1
UPRR TRACK •
UPRR R/W
KERN COUNTY R/W
120'-0"120'-0"110'-0"110'-0"100'-0"100'-0"100'-0"100'-0"120'-0" 120'-0"
R
VC = 2268'
16'-
8"
1 2 3 4 6 7 8 917400+00 17405+00 17410+00
17400+00 17401+00 17402+00 17403+00 17404+00 17405+00 17406+00 17407+00 17408+00 17409+00 17410+00
17400+00 17401+00 17402+00 17403+00 17404+00 17405+00 17406+00 17407+00 17408+00 17409+00 17410+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
MITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44
STEVE S
DRAWING NO.
ST-J1116
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1116.dgn
11:16:47
AM
10/30/2017
TY
LI\
YWang
-
CALIFORNIA HIGH-SPEED RAIL PROJEC
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
VIADUCT STATION 17285+00 TO 17440+82.05
PLAN AND ELEVATION
SCALE 1"= 40'
PLAN
SCALE 1"= 40'
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
EDGE OF DECK SB CHSR •
NB CHSR • EDGE OF DECKPILE CAP (TYP)
EDISON HWY
DATUM ELEV 385.00
BENT 104 BENT 105 BENT 106 BENT 107 BENT 108 BENT 109 BENT 110
APPROX OG
PARAPET TOP OF RAIL TOP OF DECK
2268' VC
DR
AWI
NG
NO. ( S
T-J1118 )
MA
TC
H
LI
NE
ST
A 17420
+00
DR
AWI
NG
NO. ( S
T-J1116 )
MA
TC
H
LI
NE
ST
A 17410
+00
DR
AWI
NG
NO. ( S
T-J1118 )
MA
TC
H
LI
NE
ST
A 17420
+00
DR
AWI
NG
NO. ( S
T-J1116 )
MA
TC
H
LI
NE
ST
A 17410
+00
17420+0017410+00
17420+0017410+00
BENT 103
ELEVATION
A
ST-B3001
PPEF
120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"
PTEF PPEF
RC = 0.02%/STA
LTOP OF RAIL "SB CHSR C"NO SCALE
EL
EV 504.80
17410
+62.05
"S
B
CH
SR •"
EL
EV 508.96
17419
+02.05
"S
B
CH
SR •"
1
1
PROP CHSR R/W
R/W
PROP CHSR
TOTAL LENGTH = 15582'-0" (MEASURED ALONG "SB CHSR •")
UPRR R/W
KERN COUNTY R/W
ELEV 503.79
17407+81.55 BVC ELEV 517.42
17430+49.57 EVC
17413+00 17414+00
17410+00 17411+00 17412+0017413+00 17414+00 17415+00 17416+00 17417+00 17418+00 17419+00 17420+00
17410+00 17411+00 17412+0017413+00 17414+00 17415+00 17416+00 17417+00 17418+00 17419+00 17420+00
1 2 3 4 6 7 8 917410+00 17415+00 17420+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1117
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1117.dgn
11:15:15
AM
10/30/2017
TY
LI\
YWang
T
-
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
VIADUCT STATION 17285+00 TO 17440+82.05
PLAN AND ELEVATION
SCALE 1"= 40'
PLAN
SCALE 1"= 40'
DR
AWI
NG
NO. ( S
T-J1119 )
MA
TC
H
LI
NE
ST
A 17430
+00.00
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
EDGE OF DECK SB CHSR •
NB CHSR • EDGE OF DECK
PILE CAP (TYP)
DATUM ELEV 385.00
BENT 112 BENT 113 BENT 114 BENT 115BENT 116 BENT 117 BENT 118 BENT 119
APPROX OG
PARAPET TOP OF RAIL TOP OF DECK
DR
AWI
NG
NO. ( S
T-J1119 )
MA
TC
H
LI
NE
ST
A 17430
+00
DR
AWI
NG
NO. ( S
T-J1117 )
MA
TC
H
LI
NE
ST
A 17420
+00
DR
AWI
NG
NO. ( S
T-J1117 )
MA
TC
H
LI
NE
ST
A 17420
+00
17420+00
17420+00 17430+00
17430+00
BENT 111
ELEVATION
A
ST-B3001
PPEF
120'-0"120'-0"120'-0"120'-0"110'-0"110'-0"110'-0"110'-0"110'-0"120'-0"
2268' VC
PPEF
LTOP OF RAIL "SB CHSR C"NO SCALE
TOTAL LENGTH = 15582'-0" (MEASURED ALONG "SB CHSR •")E
LE
V 509.69
17420
+22.05
"S
B
CH
SR •"
EL
EV 516.40
17429
+32.05
"S
B
CH
SR •"
PROP CHSR R/W
PROP CHSR R/W
RC = 0.02%/STA
KERN COUNTY R/W
ELEV 503.79
17407+81.55 BVC
ELEV 517.42
17430+49.57 EVC
PTEF
17420+00 17421+00 17422+0017423+00 17424+00 17425+00 17426+00 17427+00 17428+00 17429+00 17430+00
1 2 3 4 6 7 8 917420+00 17425+00 17430+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1118
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1118.dgn
11:23:54
AM
10/30/2017
TY
LI\
YWang
-
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
VIADUCT STATION 17285+00 TO 17440+82.05
PLAN AND ELEVATION
SCALE 1"= 40'
PLAN
SCALE 1"= 40'
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
EDGE OF DECK
SB CHSR •
NB CHSR • EDGE OF DECK
PILE CAP (TYP)
E BR
UNDA
GE L
N
DATUM ELEV 385.00
APPROX OG
BENT 121 BENT 122 BENT 123 BENT 124 BENT 125
PARAPET TOP OF RAIL TOP OF DECK
EB
0.88%
ELEV 503.79
17407+81.55 BVC
F RR
DR
AWI
NG
NO. ( S
T-J1118 )
MA
TC
H
LI
NE
ST
A 17430
+00
17430+00
DR
AWI
NG
NO. ( S
T-J1118 )
MA
TC
H
LI
NE
ST
A 17430
+00
17430+00
12
FG
BENT 120
TRANSITION SLAB
BALANCED CANTILEVER SEGMENTAL
1 TYP
ELEVATION
E
ST-B3004
A
ST-B3001
PPEF
CIDH PILE
ABUT 128
BENT 126
125'-0"200'-0"125'-0"120'-0"120'-0"120'-0"120'-0" 120'-0"
ELEV 517.42
17430+49.57 EVC
ELEV 681.11
17616+98.46 BVC
PPEFPTEF
EL
EV 517.44
17430
+52.05
"S
B
CH
SR •"
BENT 127
100'-0"
ACCESS
STAIRWAY
VIADUCT
LTOP OF RAIL "SB CHSR C"NO SCALE
TOTAL LENGTH = 15582'-0" (MEASURED ALONG "SB CHSR •")
RC = 0.02%/STA
PROP CHSR R/W
PROP CHSR R/W
"SB CHSR •"
STA 17440+82.05
EB
ACCESS
STAIRWAY
VIADUCT
1 TYP
TRANSITION SLAB
CS 17430
+49.57
EL
EV 526.48
17440
+82.05
"S
B
CH
SR •"
KERN COUNTY R/WKERN COUNTY R/W
VC = 2268'
19'-
6"
PTEF
WALL
RETAINING
PTEF
R F R
70'-
10"
17430+00 17431+00 17432+00 17433+00 17434+00 17435+00 17436+00 17437+00 17438+00 17439+00 17440+00 17441+00
17430+00 17431+00 17432+00 17433+00 17434+00 17435+00 17436+00 17437+00 17438+00 17439+00 17440+00 17441+00
1 2 3 4 6 7 8 917430+00 17435+00 17440+00 17441+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1119
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1119.dgn
11:17:00
AM
10/30/2017
TY
LI\
YWang
-
CALIFORNIA HIGH-SPEED RAIL PROJEC
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
VINELAND ROAD UNDERPASS
PLAN AND ELEVATION
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
EDGE OF DECK
EDGE OF DECK
PILE CAP (TYP)
SB CHSR •
NB CHSR •
S
VIN
EL
AN
D
RD
SCALE 1"= 40'
SCALE 1"= 40'
ELEVATION
PLAN
DATUM ELEV 430.00
APPROX OG
ABUT 1
21 FG
BENT 2 BENT 3
21FG
ABUT 4
BB
100'-0"140'-0"100'-0"
EB
PARAPET
TOP OF RAIL
TOP OF DECK
21'-
4"
ELEV 517.42
17430+49.57 EVCELEV 681.11
17616+98.46 BVC
0.88%
17458+00
E
ST-B3004
TOP OF RAIL "SB CHSR C"LNO SCALE
EL
EV 536.20
17451
+89.00
"S
B
CH
SR •"
EL
EV 539.18
17455
+29.00
"S
B
CH
SR •"
TOTAL LENGTH = 340'-0" (MEASURED ALONG "SB CHSR •")
PROP CHSR R/W
PROP CHSR R/W "SB CHSR •"
STA 17455+29.00
EB
"SB CHSR •"
STA 17451+89.00
BB
115'-8
"
CIP PS BOX GIRDER
KERN COUNTY R/W
17450+00 17451+00 17452+00 17453+00 17454+00 17455+00 17456+00 17457+00 17458+00
17450+00 17451+00 17452+00 17453+00 17454+00 17455+00 17456+00 17457+00 17458+00
1 2 3 4 6 7 817450+00 17455+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1120
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1120.dgn
11:15:02
AM
10/30/2017
TY
LI\
YWang
T
-
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
VIADUCT STATION 17497+70 TO 17530+80
PLAN AND ELEVATION
TRANSITION SLABPILE CAP (TYP)
EDGE OF DECK SB CHSR •
PPEF
NB CHSR • EDGE OF DECK
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
SCALE 1"= 40'
PLAN
17504+00
SCALE 1"= 40'
DATUM ELEV 470.00
ABUT 1
BENT 2 BENT 3 BENT 4 BENT 5
APPROX OG
2
1
FG
PARAPET TOP OF RAILTOP OF DECK
BB
BENT 6
ELEVATION
DR
AWI
NG
NO. ( S
T-J1122 )
MA
TC
H
LI
NE
ST
A 17504
+00
DR
AWI
NG
NO. ( S
T-J1122 )
MA
TC
H
LI
NE
ST
A 17504
+00
17504+00
NO SCALE
0.88%ELEV 517.42
17430+49.57 EVCELEV 681.11
17616+98.46 BVC
A
ST-B3001
TOP OF RAIL "SB CHSR C"L
TOTAL LENGTH = 3310'-0" (MEASURED ALONG "SB CHSR •")
EL
EV 576.41
17497
+70.00
"S
B
CH
SR •"
EL
EV 581.59
17503
+60.00
"S
B
CH
SR •"
PROP CHSR R/W
PROP CHSR R/W
RETAINING WALL
"SB CHSR •"
STA 17497+70.00
BB
TRANSITION SLAB
CALTRANS R/W
BENT 7
100'-0"100'-0"100'-0"100'-0"100'-0"90'-0" 110'-0"
LIMITS OF FUTURE SR-58 CORRIDOR
17495+00 17496+00 17497+00 17498+00 17499+00 17500+00 17501+00 17502+00 17503+0017504+00
17495+00 17496+00 17497+00 17498+00 17499+00 17500+00 17501+00 17502+00 17503+0017504+00
6 7 8 9 1 2 3 417495+00 17500+00
WB SR-58SR-58
ON-RAMP
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1121
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1121.dgn
11:20:46
AM
10/30/2017
TY
LI\
YWang
-
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
VIADUCT STATION 17497+70 TO 17530+80
PLAN AND ELEVATION
PILE CAP (TYP)
EDGE OF DECK
SB CHSR •
NBC HSR • EDGE OF DECK
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
SCALE 1"= 40'
PLAN
17504+00 17514+00
DR
AWI
NG
NO. ( S
T-J1121 )
MA
TC
H
LI
NE
ST
A 17504
+00
DR
AWI
NG
NO. ( S
T-J1123 )
MA
TC
H
LI
NE
ST
A 17514
+00
BENT 8BENT 9 BENT 10
BENT 11 BENT 12 BENT 13 BENT 14
DATUM ELEV 470.00
APPROX OG
SCALE 1"= 40'
ELEVATION
RF
17504+00 17514+00
PARAPET TOP OF RAILTOP OF DECK
DR
AWI
NG
NO. ( S
T-J1123 )
MA
TC
H
LI
NE
ST
A 17514
+00
DR
AWI
NG
NO. ( S
T-J1121 )
MA
TC
H
LI
NE
ST
A 17504
+00
ELEV 681.11
17616+98.46 BVC
0.88%ELEV 517.42
17430+49.57 EVC
NO SCALE
24'-
1"
17'-
1"
C
ST-B3002A
ST-B3001
EL
EV 582.55
17504
+70.00
"S
B
CH
SR •"
EL
EV 590.45
17513
+70.00
"S
B
CH
SR •"
TOTAL LENGTH = 3310'-0" (MEASURED ALONG "SB CHSR •")
TOP OF RAIL "SB CHSR C"L
PROP CHSR R/W
PROP CHSR R/W
OH
EDISON RD
EXISTING
1 TYP
1 TYP
17514+00
17514+00
42'-
2"
CALTRANS R/W
TYP
30'-
0"
CIDH PILE
30'-0"
170'-0"290'-0"170'-0"110'-0"110'-0"110'-0"110'-0"110-0"
E
ST-B3004
CIP PS BOX GIRDER
CORRIDOR •
FUTURE SR-58
LIMITS OF FUTURE SR-58 CORRIDOR
1
25'-
0"
30'-
0"
30'-2
"
30'-
0"
30'-
0"
17504+00 17505+00 17506+00 17507+00 17508+00 17509+00 17510+00 17511+00 17512+00 17513+0017514+00
17504+00 17505+00 17506+00 17507+00 17508+00 17509+00 17510+00 17511+00 17512+00 17513+0017514+00
4 6 7 8 9 1 2 3 417505+00 17510+00
WB SR-58
EDIS
ON
RD
OH
SR-5
8 ON-R
AMP
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
EVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44
ST
DRAWING NO.
ST-J1122
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1122.dgn
11:20:44
AM
10/30/2017
TY
LI\
YWang
-
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
VIADUCT STATION 17497+70 TO 17530+80
PLAN AND ELEVATION
17514+00
PILE CAP (TYP)
EDGE OF DECKSB CHSR •
NB CHSR • EDGE OF DECK
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
SCALE 1"= 40'
PLAN
DR
AWI
NG
NO. ( S
T-J1122 )
MA
TC
H
LI
NE
ST
A 17514
+00
DR
AWI
NG
NO. ( S
T-J1124 )
MA
TC
H
LI
NE
ST
A 17524
+00
17514+00
DR
AWI
NG
NO. ( S
T-J1122 )
MA
TC
H
LI
NE
ST
A 17514
+00
DR
AWI
NG
NO. ( S
T-J1124 )
MA
TC
H
LI
NE
ST
A 17524
+00
17524+00
SCALE 1"= 40'
ELEVATION
APPROX OG
DATUM ELEV 470.00
BENT 15 BENT 16 BENT 17 BENT 18BENT 19 BENT 20 BENT 21 BENT 22
120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"170'-0"
ELEV 681.11
17616+98.46 BVC
0.88%ELEV 517.42
17430+49.57 EVC
NO SCALE
PARAPET TOP OF RAILTOP OF DECK
C
ST-B3002
A
ST-B3001
TOP OF RAIL "SB CHSR C"L
TOTAL LENGTH = 3310'-0" (MEASURED ALONG "SB CHSR •")
EL
EV 591.94
17515
+40.00
"S
B
CH
SR •"
EL
EV 599.32
17523
+80.00
"S
B
CH
SR •"
SR-5
8 ON-R
AMP
29'-
11" FR
1 TYP
1 TYP
17524+00
23'-
3"
CALTRANS R/W
TY
P30'-
0"
TY
P30'-
0"
PPEF
CIP PS BOX GIRDER
1
PROP CHSR R/W
R
LIMITS OF FUTURE SR-58 CORRIDOR
30'-
0"
30'-
0"
15'-
0"
17514+00 17515+00 17516+00 17517+00 17518+00 17519+00 17520+00 17521+00 17522+00 17523+0017524+00
17514+00 17515+00 17516+00 17517+00 17518+00 17519+00 17520+00 17521+00 17522+00 17523+0017524+00
4 6 7 8 9 1 2 3 417515+00 17520+00
WB SR-58
EB SR-58
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1123
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1123.dgn
11:15:40
AM
10/30/2017
TY
LI\
YWang
-
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
VIADUCT STATION 17497+70 TO 17530+80
PLAN AND ELEVATION
PILE CAP (TYP)
EDGE OF DECK SB CHSR •
NB CHSR • EDGE OF DECK
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
SCALE 1"= 40'
PLAN
DR
AWI
NG
NO. ( S
T-J1123 )
MA
TC
H
LI
NE
ST
A 17524
+00
17524+00
TRANSITION SLAB
PPEF
17524+00
DATUM ELEV 470.00
APPROX OG
SCALE 1"= 40'
ELEVATION
DR
AWI
NG
NO. ( S
T-J1123 )
MA
TC
H
LI
NE
ST
A 17524
+00
ELEV 681.11
17616+98.46 BVC
0.88%ELEV 517.42
17430+49.57 EVC
NO SCALE
EB
FG
12
BENT 23 BENT 24 BENT 25 BENT 26 BENT 27
PARAPET TOP OF RAILTOP OF DECK
ABUT 28
C
ST-B3002
A
ST-B3001
EL
EV 600.37
17525
+00.00
"S
B
CH
SR •"
TOP OF RAIL "SB CHSR C"
TOTAL LENGTH = 3310'-0" (MEASURED ALONG "SB CHSR •")
L
EL
EV 605.46
17530
+80.00
"S
B
CH
SR •"
1
"SB CHSR •"
STA 17530+80.00
EB
RETAINING WALL
PROP CHSR R/W
PROP CHSR R/W
1 TYP
TRANSITION SLAB
CALTRANS R/W
100'-0"120'-0"120'-0"120'-0"120'-0"120'-0"
15'-
0"
1
30'-
0"
30'-
0"
LIMITS OF FUTURE SR-58 CORRIDOR
33'-
9"
17524+00 17525+00 17526+00 17527+00 17528+00 17529+00 17530+00 17531+00 17532+00
17524+00 17525+00 17526+00 17527+00 17528+00 17529+00 17530+00 17531+00 17532+00
4 6 7 8 9 117525+00 17530+00 17532+00
EB SR-58
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1124
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1124.dgn
11:23:26
AM
10/30/2017
TY
LI\
YWang
-
CALIFORNIA HIGH-SPEED RAIL PROJEC
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
MALAGA ROAD UNDERPASS
PLAN AND ELEVATION
SCALE 1"= 40'
PLAN
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
SB CHSR •
EDGE OF DECK
EDGE OF DECK
PILE CAP (TYP)NB CHSR •
MA
LA
GA
RD
ABUTMENT FOOTING (TYP)
SCALE 1"= 40'
ELEVATION
DATUM ELEV 510.00
APPROX OG
ABUT 1
21
FG
BENT 2 BENT 3
21
FG
ABUT 4
17563+00
BB
100'-0"140'-0"100'-0"
EB
PARAPET
TOP OF RAIL
TOP OF DECK
ELEV 517.42
17430+49.57 EVCELEV 681.11
17616+98.46 BVC
0.88%
E
ST-B3004
TOP OF RAIL "SB CHSR C"LNO SCALE
TOTAL LENGTH = 340'-0" (MEASURED ALONG "SB CHSR •")
EL
EV 642.76
17565
+40.00
"S
B
CH
SR •"
EL
EV 645.37
17568
+80.00
"S
B
CH
SR •"
PROP CHSR R/W
PROP CHSR R/W
"SB CHSR •"
STA 17565+40.00
BB
"SB CHSR •"
STA 17568+80.00
EB
KERN COUNTY R/W
35'-
1"
CIP PS BOX GIRDER
124'-5
"
17563+00 17564+00 17565+00 17566+00 17567+00 17568+00 17569+00 17570+00
17563+00 17564+00 17565+00 17566+00 17567+00 17568+00 17569+00 17570+00
3 4 6 7 8 917565+00 17570+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1125
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1125.dgn
11:17:14
AM
10/30/2017
TY
LI\
YWang
T
-
CALIFORNIA HIGH-SPEED RAIL PROJEC
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
COMANCHE DRIVE UNDERPASS
PLAN AND ELEVATION
17619+00 17626+00
SCALE 1"= 40'
PLAN
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
SB CHSR •
EDGE OF DECK
EDGE OF DECK
PILE CAP (TYP)
NB CHSR •
ABUTMENT FOOTING (TYP)
PPEF
CO
MA
NC
HE
DR
SCALE 1"= 40'
ELEVATION
DATUM ELEV 580.00
ABUT 1
21
FG 21
FG
ABUT 4
BENT 2 BENT 3
APPROX OG
BB
120'-0"180'-0"120'-0"
EB
PARAPET
TOP OF RAIL
TOP OF DECK
ELEV 711.48
17639+98.46 EVC
2300' VCELEV 681.11
17616+98.46 BVC
E
ST-B3004
TOP OF RAIL "SB CHSR C"LNO SCALE
RC = 0.04%/STA
EL
EV 683.93
17620
+00.00
"S
B
CH
SR •"
EL
EV 688.44
17624
+20.00
"S
B
CH
SR •"
TOTAL LENGTH = 420'-0" (MEASURED ALONG "SB HSR •")
"SB CHSR •"
STA 17624+20.00
EB
"SB CHSR •"
STA 17620+00.00
BB
PROP CHSR R/W
PROP CHSR R/W
RETAINING WALL
RETAINING WALL
CALTRANS R/W
KERN COUNTY R/W
17'-
10"
CIP PS BOX GIRDER OR BALANCED CANTILEVER SEGMENTAL
161'-9
"
17619+00 17620+00 17621+00 17622+00 17623+00 17624+00 17625+00 17626+00
17619+00 17620+00 17621+00 17622+00 17623+00 17624+00 17625+00 17626+00
1 2 3 4 617620+00 17625+009
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1126
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1126.dgn
11:16:39
AM
10/30/2017
TY
LI\
YWang
T
-
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
TEJON HIGHWAY UNDERPASS
PLAN AND ELEVATION
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
SCALE 1"= 40'
PLAN
EDGE OF DECK
EDGE OF DECK
ABUTMENT FOOTING (TYP)
TEJ
ON
HW
Y
DATUM ELEV 650.00
SCALE 1"= 40'
ELEVATION
ABUT 1
21
FG
APPROX OG
BENT 3BENT 2
21
FG
ABUT 4
BB
110'-0"150'-0"110'-0"
EB
PARAPET
TOP OF RAIL
TOP OF DECK
1500' VC
RC = -0.04%/STA
ELEV 769.09
17672+66.30 BVC ELEV 790.76
17687+66.30 EVC
I
ST-B3008
PROP CHSR R/W
PROP CHSR R/W
"SB CHSR •"
STA 17675+79.00
BB
"SB CHSR •"
STA 17679+49.00
EB
SB CHSR •
NB CHSR •
EL
EV 774.39
17675
+79.00
"S
B
CH
SR •"
EL
EV 780.13
17679
+49.00
"S
B
CH
SR •"
TOP OF RAIL "SB CHSR C"LNO SCALE
TOTAL LENGTH = 370'-0" (MEASURED ALONG "SB CHSR •")
15+00
20+00
YARD TRACK •
18'-
6"
CIP PS BOX GIRDER
116'-2
"
ACCESS ROAD
R/W
CALTRANSFENCE
CIDH PILE (TYP)
17674+00 17675+00 17676+00 17677+00 17678+00 17679+00 17680+00 17681+00
17674+00 17675+00 17676+00 17677+00 17678+00 17679+00 17680+00 17681+00
6 7 8 917675+00 17680+0017674+00 17681+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1127
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1127.dgn
11:25:18
AM
10/30/2017
TY
LI\
YWang
-
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
TOWERLINE ROAD UNDERPASS
PLAN AND ELEVATION
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
SCALE 1"= 40'
PLAN
SB HSR •
EDGE OF DECK
EDGE OF DECK
PILE CAP (TYP)
NB HSR • ABUTMENT FOOTING (TYP)
TO
WE
RLI
NE
RD
SCALE 1"= 40'
ELEVATION
DATUM ELEV 730.00
ABUT 1
21
FGAPPROX OG
BENT 3BENT 2
21
FG
ABUT 4
BB
120'-0"180'-0"120'-0"
EB
PARAPET
TOP OF RAIL
TOP OF DECK
1200' VCELEV 790.76
17687+66.30 EVC
1.13%ELEV 841.61
17732+78.38 BVCELEV 853.59
17744+78.38 EVC
E
ST-B3004
PROP CHSR R/W
PROP CHSR R/W
EL
EV 839.34
17730
+77.00
"S
B
CH
SR •"
EL
EV 844.02
17734
+97.00
"S
B
CH
SR •"
"SB CHSR •"
STA 17730+77.00
BB "SB CHSR •"
STA 17734+97.00
EB
TOTAL LENGTH = 420'-0" (MEASURED ALONG "SB CHSR •")
TOP OF RAIL "SB CHSR C"LNO SCALE
RC = -0.02%/STA
RETAINING WALLRETAINING WALL
CALTRANS R/W
CALTRANS R/W
18'-
6"
CIP PS BOX GIRDER OR BALANCED CANTILEVER SEGMENTAL
161'-9
"
17733+00
FENCE
17732+00
ACCESS ROAD
17729+00 17730+00 17731+00 17732+00 17733+00 17734+00 17735+00 17736+00 17737+00
17729+00 17730+00 17731+00 17732+00 17733+00 17734+00 17735+00 17736+00 17737+00
1 2 3 4 617730+00 17735+0017729+00 17737+00
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1128
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1128.dgn
11:22:22
AM
10/30/2017
TY
LI\
YWang
-
CALIFORNIA HIGH-SPEED RAIL PROJEC
BAKERSFIELD TO PALMDALEALTERNATIVE 2
TRACK STRUCTURES
SR 58 VIADUCT
PLAN AND ELEVATION
TRANSITION SLAB
PILE CAP (TYP)
EDGE OF DECK
SB CHSR •
NB CHSR • EDGE OF DECK
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
SCALE 1"= 40'
PLAN
17750+00
DR
AWI
NG
NO. ( S
T-J1130 )
MA
TC
H
LI
NE