top of rail sb chsr cl...designed by robert barton drawn by yihong wang checked by r. golchoobian in...
TRANSCRIPT
-
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE 5
TRACK STRUCTURES
AVENUE F UNDERPASS
PLAN AND ELEVATION
DESIGNED BY
ROBERT BARTON
DRAWN BY
YIHONG WANG
CHECKED BY
R. GOLCHOOBIAN
IN CHARGE
STEVE SMITHDATE
10/31/2017
CONTRACT NO.
HSR13-44
DRAWING NO.
ST-J1159
SCALE
AS SHOWN
SHEET NO.
SCALE 1"= 40'
PLAN
SCALE 1"= 40'
ELEVATION
DATUM ELEV 2250.00
ELEV 2336.13
20760+81.81 BVC
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
ELEV 2337.80
20720+00.00
-0.04%
LTOP OF RAIL "SB CHSR C"NO SCALE
PROP CHSR R/W
EDGE OF DECK
AV
E F
KERN COUNTY R/W
DR
AWI
NG
NO. ( S
T-J1158 )
MA
TC
H
LI
NE
ST
A 20744
+00
20744+00
12TH PL W E
ST-B3004
PILE CAP (TYP)
1
PROP CHSR R/W
SB CHSR •
NB CHSR •
CIDH PILE (TYP)
EDGE OF DECK
DR
AWI
NG
NO. ( S
T-J1160 )
MA
TC
H
LI
NE
ST
A 20753
+80
DR
AWI
NG
NO. ( S
T-J1160 )
MA
TC
H
LI
NE
ST
A 20753
+80
AM
AR
GO
SA
CR
EE
K
DR
AWI
NG
NO. ( S
T-J1158 )
MA
TC
H
LI
NE
ST
A 20744
+00
BENT 9 BENT 10 BENT 11 BENT 12 BENT 13 BENT 14 BENT 15 BENT 16 BENT 1718'-
8"
20744+00
1
17'-
2"
APPROX OG
EL
EV 2336.80
20744
+35.00
"S
B
CH
SR •"
EL
EV 2336.44
20753
+05.00
"S
B
CH
SR •"
TOTAL LENGTH = 2630'-0" (MEASURED ALONG "SB CHSR •")
CIP PS BOX GIRDER OR BALANCED CANTILEVER SEGMENTAL
100'-0"100'-0"100'-0"100'-0"100'-0"120'-0"150'-0"120'-0"80'-0"120'-0"
PARAPET TOP OF RAILTOP OF DECK
119'-0"
RFR R RF
A
ST-B3001
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
SC 20749
+41.81
20744+00 20745+00 20746+00 20747+00 20748+00 20749+00 20750+00 20751+00 20752+00 20753+00 20754+00
SC 20749
+41.81
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1159.dgn
11:25:55
AM
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SCALE 1"= 40'
PLAN
SCALE 1"= 40'
ELEVATION
ELEV 2336.13
20760+81.81 BVC
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
ELEV 2337.80
20720+00.00
-0.04%
LTOP OF RAIL "SB CHSR C"NO SCALE
DR
AWI
NG
NO. ( S
T-J1159 )
MA
TC
H
LI
NE
ST
A 20753
+80
20754+00
20754+00
NB CHSR • CIDH PILE
SB CHSR •
PILE CAP (TYP)
EDGE OF DECK
EDGE OF DECK
A
ST-B3001
PROP CHSR R/W
PROP CHSR R/W
"SB CHSR •"
STA 20761+65.00
EB
TRANSITION SLAB
20754+00
DR
AWI
NG
NO. ( S
T-J1159 )
MA
TC
H
LI
NE
ST
A 20753
+80
APPROX OG
DATUM ELEV 2250.00
BENT 18 BENT 19 BENT 20 BENT 21ABUT 25BENT 22 BENT 23 BENT 24
EB
EL
EV 2336.40
20754
+05.00
"S
B
CH
SR •"
EL
EV 2336.08
20761
+65.00
"S
B
CH
SR •"
TOTAL LENGTH = 2630'-0" (MEASURED ALONG "SB CHSR •")
110'-0"110'-0"110'-0"110'-0"110'-0"110'-0"100'-0" 100'-0"
PARAPET TOP OF RAILTOP OF DECK
FG21
TRANSITION SLAB
20763+0020755+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
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
CALIFORNIA HIGH-SPEED RAIL PROJEC
BAKERSFIELD TO PALMDALEALTERNATIVE 5
TRACK STRUCTURES
AVENUE F UNDERPASS
PLAN AND ELEVATION
CONTRACT NO.
HSR13-44
DRAWING NO.
ST-J1160
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1160.dgn
11:21:45
AM
10/30/2017
TY
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YWang
T
-
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
CALIFORNIA HIGH-SPEED RAIL PROJEC
ALTERNATIVE B-3-ALT 1,3,5 TIE IN
TRACK STRUCTURES
VIADUCT STATION 17285+00.00 TO 17370+41.55
PLAN AND ELEVATION
-0.08%
BENT 1BENT 2 BENT 3 BENT 4
SCALE 1"= 40'
ELEVATION
APPROX OG
TOP OF RAIL TOP OF DECK
BENT 5 BENT 6
Elev 499.90
17285+00.00
17292+00
DR
AWI
NG
NO. ( S
T-J1162 )
MA
TC
H
LI
NE
ST
A 17292
+00
SB CHSR •
NB CHSR • EDGE OF DECKPPEF
PPEFA
ST-B3001E
ST-B3004PILE CAP (TYP)
EDGE OF DECK
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
SCALE 1"= 40'
PLAN
CIDH PILE
DR
AWI
NG
NO. ( S
T-J1162 )
MA
TC
H
LI
NE
ST
A 17292
+00
17292+00
PTEF
BENT 7
DATUM ELEV 370.00
120'-0"
ELEV 498.78
17299+00.63 BVC
120'-0"120'-0"120'-0"120'-0"150'-0"150'-0"
OSWELL ST OH
EXIST
EL
EV 499.35
17291
+92.05
"S
B
CH
SR •"
PTEF
ST
RE
ET
OS
WE
LL
FR
ON
T
PROP CHSR R/W
PROP CHSR R/W
LTOP OF RAIL "SB CHSR C"NO SCALE
TOTAL LENGTH = 8541'-7" (MEASURED ALONG "SB CHSR •")
ISOLATION CASING
ALTERNATIVE "B-3-ALT 1,3,5 TIE IN"
BEGIN STA 17285+00.00
STA 7430+62.85 =
END FB ALIGNMENT "B3"
"B3"
END FB ALIGNMENT "B3"
BEGIN ALTERNATIVE "B-3-ALT 1,3,5 TIE IN"
EDISON HWY
UPRR R/W
KERN COUNTY R/W
KERN COUNTY R/W
81'±
26'-
4"
EL
EV 499.85
17285
+62.05
"S
B
CH
SR •"
CIP PS BOX GIRDER
PARAPET
OS
WE
LL
ST
OH
EXIS
T
F R R F R
PPEF
PPEF
17285+00 17286+00 17287+00 17288+00 17289+00 17290+00 17291+00 17292+00
TS 17287
+60.63
PO
B 17285
+00.00
17285+00 17286+00 17287+00 17288+00 17289+00 17290+00 17291+00 17292+00
TS 17287
+60.63
6 7 8 9 1 217290+0017285+00
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1161
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1161.dgn
11:22:05
AM
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T
BAKERSFIELD TO PALMDALE
-
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
17292+00
DR
AWI
NG
NO. ( S
T-J1161 )
MA
TC
H
LI
NE
ST
A 17292
+00
SB CHSR •
NB CHSR • EDGE OF DECKPILE CAP (TYP)
EDGE OF DECK
EDISON HWY
A
ST-B3001
PPEF
SCALE 1"= 40'
PLAN
SCALE 1"= 40'
ELEVATION
17302+00
DR
AWI
NG
NO. ( S
T-J1163 )
MA
TC
H
LI
NE
ST
A 17302
+00
17302+00
APPROX OG
BENT 8BENT 9
BENT 10 BENT 11 BENT 12 BENT 13 BENT 14 BENT 15
17292+00
PARAPET TOP OF RAIL TOP OF DECK
-0.08%
PTEF
DATUM ELEV 370.00DR
AWI
NG
NO. ( S
T-J1161 )
MA
TC
H
LI
NE
ST
A 17292
+00
DR
AWI
NG
NO. ( S
T-J1163 )
MA
TC
H
LI
NE
ST
A 17302
+00
120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"
ELEV 498.78
17299+00.63 BVC
1161' VC
Elev 499.90
17285+00.00
EL
EV 499.25
17293
+12.05
"S
B
CH
SR •"
PROP CHSR R/W
PROP CHSR R/W
TOTAL LENGTH = 8541'-7" (MEASURED ALONG "SB CHSR •")
LTOP OF RAIL "SB CHSR C"NO SCALE
UPRR R/WKERN COUNTY R/W
RC = -0.02%/STA
ELEV 496.48
17310+62.07 EVC
EL
EV 498.51
17301
+52.05
"S
B
CH
SR •"
PPEF
17292+00 17293+00 17294+00 17295+00 17296+00 17297+00 17298+00 17299+00 17300+00 17301+00 17302+00
SC 17299
+00.63
17292+00 17293+00 17294+00 17295+00 17296+00 17297+00 17298+00 17299+00 17300+00 17301+00 17302+00
SC 17299
+00.63
2 3 4 6 7 8 9 1 217295+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
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE B-3-ALT 1,3,5 TIE IN
TRACK STRUCTURES
VIADUCT STATION 17285+00.00 TO 17370+41.55
PLAN AND ELEVATION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1162
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1162.dgn
11:26:43
AM
10/30/2017
TY
LI\
YWang
-
PARAPET TOP OF RAIL TOP OF DECK
APPROX OG
BENT 16 BENT 17 BENT 18 BENT 19 BENT 20 BENT 21 BENT 22 BENT 23
SCALE 1"= 40'
ELEVATION
DR
AWI
NG
NO. ( S
T-J1162 )
MA
TC
H
LI
NE
ST
A 17302
+00
SB CHSR •
NB CHSR • EDGE OF DECKPILE CAP (TYP)
EDGE OF DECK
A
ST-B3001
PPEF
EDISON HWY
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
SCALE 1"= 40'
PLAN
DR
AWI
NG
NO. ( S
T-J1164 )
MA
TC
H
LI
NE
ST
A 17312
+00
17302+00 17312+00
DR
AWI
NG
NO. ( S
T-J1162 )
MA
TC
H
LI
NE
ST
A 17302
+00
DR
AWI
NG
NO. ( S
T-J1164 )
MA
TC
H
LI
NE
ST
A 17312
+00
DATUM ELEV 370.00
17302+00 17312+00
BENT 24
110'-0"110'-0"110'-0"110'-0"110'-0"120'-0"120'-0"120'-0"120'-0"120'-0"
ELEV 498.78
17299+00.63 BVC
1161' VC
PROP CHSR R/W
PROP CHSR R/W
TOTAL LENGTH = 8541'-7" (MEASURED ALONG "SB CHSR •")
LTOP OF RAIL "SB CHSR C"NO SCALE
PPEFPTEF
KERN COUNTY R/W
UPRR R/W
RC = -0.02%/STA
ELEV 496.48
17310+62.07 EVC
-0.32%
ELEV 485.49
17345+33.36 BVC
EL
EV 498.34
17302
+72.05
"S
B
CH
SR •"
EL
EV 496.07
17311
+92.05
"S
B
CH
SR •"
17302+00 17303+00 17304+00 17305+00 17306+00 17307+00 17308+00 17309+00 17310+00 17311+00 17312+00
CS 17310
+62.07
17302+00 17303+00 17304+00 17305+00 17306+00 17307+00 17308+00 17309+00 17310+00 17311+00 17312+00
CS 17310
+61.79
2 3 4 17305+00 6 7 8 9 1 217310+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
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE B-3-ALT 1,3,5 TIE IN
TRACK STRUCTURES
VIADUCT STATION 17285+00.00 TO 17370+41.55
PLAN AND ELEVATION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1163
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1163.dgn
11:22:35
AM
10/30/2017
TY
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YWang
-
DATUM ELEV 370.00
APPROX OG
PARAPET TOP OF RAIL TOP OF DECK
BENT 25 BENT 26BENT 27 BENT 28 BENT 29 BENT 30
BENT 31 BENT 32
-0.32%
SB CHSR •
NB CHSR • EDGE OF DECK
PILE CAP (TYP)
EDGE OF DECK
SCALE 1"= 40'
ELEVATION
EDISON HWY
ST
ER
LI
NG
RD
A
ST-B3001
PPEF
SCALE 1"= 40'
PLAN040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
17312+00 17322+00
PTEF
KERN COUNTY R/W
17312+00 17322+00
DR
AWI
NG
NO. ( S
T-J1163 )
MA
TC
H
LI
NE
ST
A 17312
+00
DR
AWI
NG
NO. ( S
T-J1165 )
MA
TC
H
LI
NE
ST
A 17322
+00
DR
AWI
NG
NO. ( S
T-J1163 )
MA
TC
H
LI
NE
ST
A 17312
+00
DR
AWI
NG
NO. ( S
T-J1165 )
MA
TC
H
LI
NE
ST
A 17322
+00
120'-0"120'-0"120'-0"120'-0"120'-0"110'-0"110'-0"110'-0"110'-0"
ELEV 496.48
17310+62.07 EVCELEV 485.49
17345+33.36 BVC
EL
EV 493.16
17321
+12.05
"S
B
CH
SR •"
EL
EV 495.72
17313
+02.05
"S
B
CH
SR •"
PPEF
PROP CHSR R/W
PROP CHSR R/W 1 TYP
1
TOTAL LENGTH = 8541'-7" (MEASURED ALONG "SB CHSR •")
LTOP OF RAIL "SB CHSR C"NO SCALE
C
ST-B3002
CIDH PILE (TYP)UPRR R/W
PTEF
KERN COUNTY R/W
17312+00 17313+00 17314+00 17315+00 17316+00 17317+00 17318+00 17319+00 17320+00 17321+00 17322+00
ST 17322
+02.07
17312+00 17313+00 17314+00 17315+00 17316+00 17317+00 17318+00 17319+00 17320+00 17321+00 17322+00
ST 17322
+01.79
2 3 4 6 7 8 9 1 217315+00 17320+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
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE B-3-ALT 1,3,5 TIE IN
TRACK STRUCTURES
VIADUCT STATION 17285+00.00 TO 17370+41.55
PLAN AND ELEVATION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1164
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1164.dgn
11:18:05
AM
10/30/2017
TY
LI\
YWang
-
PARAPET TOP OF RAIL TOP OF DECK
APPROX OGBENT 33 BENT 34 BENT 35 BENT 36 BENT 37 BENT 38 BENT 39 BENT 40
SCALE 1"= 40'
ELEVATION
C
ST-B3002 PPEF
DR
AWI
NG
NO. ( S
T-J1164 )
MA
TC
H
LI
NE
ST
A 17322
+00
SB CHSR •
NB CHSR •
EDGE OF DECK
EDISON HWY
EDGE OF DECK
PPEF
DR
AWI
NG
NO. ( S
T-J1166 )
MA
TC
H
LI
NE
ST
A 17332
+00
SCALE 1"= 40'
PLAN040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
17322+00 17332+00
CIDH PILE (TYP)PTEF
17322+00 17332+00
DATUM ELEV 370.00
BENT 41
120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"
DR
AWI
NG
NO. ( S
T-J1166 )
MA
TC
H
LI
NE
ST
A 17332
+00
DR
AWI
NG
NO. ( S
T-J1164 )
MA
TC
H
LI
NE
ST
A 17322
+00
EL
EV 489.74
17331
+92.05
"S
B
CH
SR •"
EL
EV 492.78
17322
+32.05
"S
B
CH
SR •"
PROP CHSR R/W
TOTAL LENGTH = 8541'-7" (MEASURED ALONG "SB CHSR •")
11
1 TYP
PROP CHSR R/W
UPRR R/W
KERN COUNTY R/W
-0.32%ELEV 496.48
17310+62.07 EVCELEV 485.49
17345+33.36 BVC
LTOP OF RAIL "SB CHSR C"NO SCALE
17322+00 17323+00 17324+00 17325+00 17326+00 17327+00 17328+00 17329+00 17330+00 17331+00 17332+00
ST 17322
+02.07
17322+00 17323+00 17324+00 17325+00 17326+00 17327+00 17328+00 17329+00 17330+00 17331+00 17332+00
ST 17322
+01.79
2 3 4 17325+00 6 7 8 9 1 217330+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
CALIFORNIA HIGH-SPEED RAIL PROJEC
BAKERSFIELD TO PALMDALEALTERNATIVE B-3-ALT 1,3,5 TIE IN
TRACK STRUCTURES
VIADUCT STATION 17285+00.00 TO 17370+41.55
PLAN AND ELEVATION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1165
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1165.dgn
11:22:44
AM
10/30/2017
TY
LI\
YWang
T
-
DR
AWI
NG
NO. ( S
T-J1165 )
MA
TC
H
LI
NE
ST
A 17332
+00
SB CHSR •
NB CHSR •
EDGE OF DECK
EDGE OF DECK
EDISON HWY
PPEF
PPEF
DR
AWI
NG
NO. ( S
T-J1167 )
MA
TC
H
LI
NE
ST
A 17342
+00
APPROX OGBENT 43 BENT 44 BENT 45 BENT 46 BENT 47 BENT 48
SCALE 1"= 40'
ELEVATION
SCALE 1"= 40'
PLAN040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
DATUM ELEV 370.00
BENT 42
PARAPET TOP OF RAIL TOP OF DECK
17332+00 17342+00
CIDH PILE (TYP)PTEF
17332+00 17342+00
DR
AWI
NG
NO. ( S
T-J1165 )
MA
TC
H
LI
NE
ST
A 17332
+00
DR
AWI
NG
NO. ( S
T-J1167 )
MA
TC
H
LI
NE
ST
A 17342
+00
EL
EV 489.36
17333
+12.05
"S
B
CH
SR •"
EL
EV 486.73
17341
+42.05
"S
B
CH
SR •"
C
ST-B3002C
ST-B3002
PROP CHSR R/W
PROP CHSR R/W 1 TYP DE
AC
ON
AV
E
11
TOTAL LENGTH = 8541'-7" (MEASURED ALONG "SB CHSR •")
RF
CIP PS BOX GIRDER
OH
FAIR
FA
X
RD
EXIS
T
57'±
UPRR TRACK •UPRR R/W
KERN COUNTY R/W
16'-
0"
BENT 49
130'-0"110'-0"110'-0"120'-0"120'-0"120'-0"120'-0"120'-0" 180'-0"
-0.32%ELEV 496.48
17310+62.07 EVCELEV 485.49
17345+33.36 BVC
LTOP OF RAIL "SB CHSR C"NO SCALE
R
17332+00 17333+00 17334+00 17335+00 17336+00 17337+00 17338+00 17339+00 17340+00 17341+00 17342+00
TS 17333
+93.36
17332+00 17333+00 17334+00 17335+00 17336+00 17337+00 17338+00 17339+00 17340+00 17341+00 17342+00
TS 17333
+92.96
2 3 4 6 7 8 9 1 217335+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
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE B-3-ALT 1,3,5 TIE IN
TRACK STRUCTURES
VIADUCT STATION 17285+00.00 TO 17370+41.55
PLAN AND ELEVATION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1166
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1166.dgn
11:22:49
AM
10/30/2017
TY
LI\
YWang
-
PARAPETTOP OF RAIL TOP OF DECK
BENT 50 BENT 51 BENT 52 BENT 53 BENT 54 BENT 55 BENT 56
DATUM ELEV 370.00
SCALE 1"= 40'
ELEVATION
SB CHSR •
NB CHSR •
EDISON HWY
EDGE OF DECKC
ST-B3002
PPEF
PPEF
SCALE 1"= 40'
PLAN040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
DR
AWI
NG
NO. ( S
T-J1166 )
MA
TC
H
LI
NE
ST
A 17342
+00
17342+00 17352+00
DR
AWI
NG
NO. ( S
T-J1168 )
MA
TC
H
LI
NE
ST
A 17352
+00
PTEF
17352+00
APPROX OG
17342+00
DR
AWI
NG
NO. ( S
T-J1166 )
MA
TC
H
LI
NE
ST
A 17342
+00
DR
AWI
NG
NO. ( S
T-J1168 )
MA
TC
H
LI
NE
ST
A 17352
+00
ELEV 485.88
17356+74.73 EVC
EL
EV 486.16
17343
+22.05
"S
B
CH
SR •"
EL
EV 484.69
17350
+92.05
"S
B
CH
SR •"
PROP CHSR R/W
PROP CHSR R/W
EDGE OF DECK
CIDH PILE (TYP)
1
11R
OA
D
FR
ON
T
FAIR
FA
X
OH
FAIRFAX RD
EXIST
LTOP OF RAIL "SB CHSR C"NO SCALE
TOTAL LENGTH = 8541'-7" (MEASURED ALONG "SB CHSR •")
CIP PS BOX GIRDER
R F
RC = 0.06%/STA
1141' VC
120'-0"110'-0"110'-0"110'-0"110'-0"100'-0"100'-0"130'-0"180'-0"
UPRR TRACK •UPRR R/W
81'-0"±
KERN COUNTY R/W
BENT 57
ELEV 485.49
17345+33.36 BVC
-0.32%ELEV 496.48
17310+62.07 EVC
OH
FAIR
FA
X
RD
EXIS
T
R
PPEFPPEF
17342+00 17343+00 17344+00 17345+00 17346+00 17347+00 17348+00 17349+00 17350+00 17351+00 17352+00
SC 17345
+33.36
17342+00 17343+00 17344+00 17345+00 17346+00 17347+00 17348+00 17349+00 17350+00 17351+00 17352+00
SC 17345
+32.96
2 3 4 17345+00 6 7 8 9 1 217350+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
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE B-3-ALT 1,3,5 TIE IN
TRACK STRUCTURES
VIADUCT STATION 17285+00.00 TO 17370+41.55
PLAN AND ELEVATION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1167
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1167.dgn
11:22:08
AM
10/30/2017
TY
LI\
YWang
-
SB CHSR •
NB CHSR • EDGE OF DECK PILE CAP (TYP)
EDGE OF DECK
C
ST-B3002
E
ST-B3004
PPEF
PPEF
SCALE 1"= 40'
PLAN040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
DATUM ELEV 370.00
APPROX OGBENT 58
BENT 59 BENT 60 BENT 61 BENT 62 BENT 63BENT 64
PARAPET TOP OF RAIL TOP OF DECK
BALANCED CANTILEVER SEGMENTAL
SCALE 1"= 40'
ELEVATION
DR
AWI
NG
NO. ( S
T-J1167 )
MA
TC
H
LI
NE
ST
A 17352
+00
17352+00 17362+00
PTEF
17352+00 17362+00
120'-0"150'-0"240'-0"150'-0"100'-0"100'-0"120'-0"
DR
AWI
NG
NO. ( S
T-J1167 )
MA
TC
H
LI
NE
ST
A 17352
+00
0.38%ELEV 491.14
17370+41.55
120'-0" 120'-0"
DR
AWI
NG
NO. ( S
T-J1169 )
MA
TC
H
LI
NE
ST
A 17362
+00
EL
EV 484.76
17352
+12.05
"S
B
CH
SR •"
EL
EV 487.87
17361
+92.05
"S
B
CH
SR •"
PROP CHSR R/W
PROP CHSR R/W
CIDH PILE (TYP)
11
39'-
7"
TOTAL LENGTH = 8541'-7" (MEASURED ALONG "SB CHSR •")
LTOP OF RAIL "SB CHSR C"NO SCALE
UPRR R/W
UPRR TRACK • SJVR TRACK •
SJVR R/W
1
BENT 65
ELEV 485.88
17356+74.73 EVC
RC = 0.06%/STA
1141' VCELEV 485.49
17345+33.36 BVC
DR
AWI
NG
NO. ( S
T-J1169 )
MA
TC
H
LI
NE
ST
A 17362
+00
KERN COUNTY R/W
R F RF RR
PPEF
17352+00 17353+00 17354+00 17355+00 17356+00 17357+00 17358+00 17359+00 17360+00 17361+00 17362+00C
S 17356
+74.73
17352+00 17353+00 17354+00 17355+00 17356+00 17357+00 17358+00 17359+00 17360+00 17361+00 17362+00
CS 17356
+74.85
2 3 4 6 7 8 9 1 217355+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
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE B-3-ALT 1,3,5 TIE IN
TRACK STRUCTURES
VIADUCT STATION 17285+00.00 TO 17370+41.55
PLAN AND ELEVATION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1168
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1168.dgn
11:22:12
AM
10/30/2017
TY
LI\
YWang
-
SB CHSR •
NB CHSR • EDGE OF DECK
PILE CAP (TYP)EDGE OF DECKA
ST-B3001
PPEF
PPEF
SCALE 1"= 40'
PTEF
ELEVATION
SCALE 1"= 40'
PLAN040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
DATUM ELEV 370.00
APPROX OG
PARAPET TOP OF RAIL TOP OF DECK
17362+00
17362+00
BENT 66 BENT 67 BENT 68 BENT 69
120'-0"120'-0"120'-0"120'-0"120'-0"
ELEV 485.88
17356+74.73 EVC
EL
EV 490.64
17369
+12.05
"S
B
CH
SR •"
EL
EV 488.33
17363
+12.05
"S
B
CH
SR •"
DR
AWI
NG
NO. ( S
T-J1168 )
MA
TC
H
LI
NE
ST
A 17362
+00
DR
AWI
NG
NO. ( S
T-J1168 )
MA
TC
H
LI
NE
ST
A 17362
+00
PROP CHSR R/W
PROP CHSR R/W
LTOP OF RAIL "SB CHSR C"NO SCALE
TOTAL LENGTH = 8541'-7" (MEASURED ALONG "SB CHSR •")
BENT 70
120'-0"
"ALTERNATIVE 1,3,5"JOIN "ALTERNATIVE 1,3,5"
END "ALTERNATIVE B-3-ALT 1,3,5 TIE IN"
DR
AWI
NG
NO. ( S
T-J1009 )
17370
+73.64
"A
LT
ER
NA
TI
VE 1,3,5"
17370
+41.55
=
"A
LT
ER
NA
TI
VE
B-3-
AL
T 1,3,5
TIE I
N"
MA
TC
H
LI
NE
ST
ATI
ON
EQ
UA
TI
ON
DR
AWI
NG
NO. ( S
T-J1009 )
17370
+73.64
"A
LT
ER
NA
TI
VE 1,3,5"
17370
+41.55
=
"A
LT
ER
NA
TI
VE
B-3-
AL
T 1,3,5
TIE I
N"
MA
TC
H
LI
NE
ST
ATI
ON
EQ
UA
TI
ON
UPRR R/W
UPRR TRACK •
BENT 71
ELEV 491.14
17370+41.55
0.38%
KERN COUNTY R/W
AC
CE
SS
RO
AD
17362+00 17363+00 17364+00 17365+00 17366+00 17367+00 17368+00 17369+00 17370+00
ST 17368
+14.73
PO
E 17370
+41.55
17362+00 17363+00 17364+00 17365+00 17366+00 17367+00 17368+00 17369+00 17370+00
ST 17368
+14.85
2 3 4 17365+00 6 7 8 9 17370+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
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE B-3-ALT 1,3,5 TIE IN
TRACK STRUCTURES
VIADUCT STATION 17285+00.00 TO 17370+41.55
PLAN AND ELEVATION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1169
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1169.dgn
11:18:19
AM
10/30/2017
TY
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YWang
-
-0.08%
BENT 1BENT 2 BENT 3 BENT 4
SCALE 1"= 40'
ELEVATION
APPROX OG
TOP OF RAIL TOP OF DECK
26'-5"
BENT 5 BENT 6
Elev 499.90
17285+00.00
BALANCED CANTILEVER SEGMENTAL
DR
AWI
NG
NO. ( S
T-J1171 )
MA
TC
H
LI
NE
ST
A 17292
+00
SB CHSR •
NB CHSR • EDGE OF DECK
PPEF
PPEF A
ST-B3001
E
ST-B3004
PILE CAP (TYP)
EDGE OF DECK
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
SCALE 1"= 40'
PLAN
CIDH PILE
DR
AWI
NG
NO. ( S
T-J1171 )
MA
TC
H
LI
NE
ST
A 17292
+00
17292+00
PTEF
BENT 7
DATUM ELEV 370.00
120'-0"
ELEV 498.78
17299+00.63 BVC
120'-0"120'-0"120'-0"120'-0"150'-0"150'-0"
OSWELL ST OH
EXIST
EL
EV 499.35
17291
+92.05
"S
B
CH
SR •"
"ALTERNATIVE B-3-ALT 2 TIE IN"
BEGIN STA 17285+00.00
STA 7430+62.85 =
END FB ALIGNMENT "B3"
PTEF
ST
RE
ET
OS
WE
LL
FR
ON
T
PROP CHSR R/W
PROP CHSR R/W
RR F
LTOP OF RAIL "SB CHSR C"NO SCALE
TOTAL LENGTH = 8541'-6•" (MEASURED ALONG "SB CHSR •")
EDISON HWY
59'-
3"
END FB ALIGNMENT "B3"
BEGIN "ALTERNATIVE B-3-ALT 2 TIE IN"
"B3"
UPRR R/W
EL
EV 499.85
17285
+62.05
"S
B
CH
SR •"
17292+00
OS
WE
LL
ST
OH
EXIS
T
17285+00
R
KERN COUNTY R/W
17285+00 17286+00 17287+00 17288+00 17289+00 17290+00 17291+00 17292+00
TS 17287
+60.63
PO
B 17285
+00.00
17285+00 17286+00 17287+00 17288+00 17289+00 17290+00 17291+00 17292+00
TS 17287
+60.63
6 7 8 9 1 217290+0017285+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
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE B-3-ALT 2 TIE IN
TRACK STRUCTURES
VIADUCT STATION 17285+00.00 TO 17370+41.55
PLAN AND ELEVATION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1170
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1170.dgn
11:21:52
AM
10/30/2017
TY
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YWang
-
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
DR
AWI
NG
NO. ( S
T-J1170 )
MA
TC
H
LI
NE
ST
A 17292
+00
SB CHSR •
NB CHSR • EDGE OF DECKPILE CAP (TYP)
EDGE OF DECK
EDISON HWY
A
ST-B3001
PPEF
PPEF
SCALE 1"= 40'
PLAN
SCALE 1"= 40'
ELEVATION
17302+00
DR
AWI
NG
NO. ( S
T-J1172 )
MA
TC
H
LI
NE
ST
A 17302
+00
17302+00
APPROX OG
BENT 8BENT 9
BENT 10 BENT 11 BENT 12 BENT 13 BENT 14 BENT 15
17292+00
PARAPET TOP OF RAIL TOP OF DECK
-0.08%
PTEF
DATUM ELEV 370.00DR
AWI
NG
NO. ( S
T-J1170 )
MA
TC
H
LI
NE
ST
A 17292
+00
DR
AWI
NG
NO. ( S
T-J1172 )
MA
TC
H
LI
NE
ST
A 17302
+00
120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"
ELEV 498.78
17299+00.63 BVC
1161' VC
Elev 499.90
17285+00.00
EL
EV 499.25
17293
+12.05
"S
B
CH
SR •"
PROP CHSR R/W
PROP CHSR R/W
TOTAL LENGTH = 8541'-6•" (MEASURED ALONG "SB CHSR •")
LTOP OF RAIL "SB CHSR C"NO SCALE
UPRR R/W
17292+00
RC = 0.02%/STA
ELEV 496.71
17310+62.07 EVC
EL
EV 498.52
17301
+52.05
"S
B
CH
SR •"
KERN COUNTY R/W
17292+00 17293+00 17294+00 17295+00 17296+00 17297+00 17298+00 17299+00 17300+00 17301+00 17302+00
SC 17299
+00.63
17292+00 17293+00 17294+00 17295+00 17296+00 17297+00 17298+00 17299+00 17300+00 17301+00 17302+00
SC 17299
+00.63
2 3 4 6 7 8 9 1 217295+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
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE B-3-ALT 2 TIE IN
TRACK STRUCTURES
VIADUCT STATION 17285+00.00 TO 17370+41.55
PLAN AND ELEVATION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1171
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1171.dgn
11:20:24
AM
10/30/2017
TY
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YWang
-
PARAPET TOP OF RAIL TOP OF DECK
APPROX OG
BENT 16 BENT 17 BENT 18 BENT 19 BENT 20 BENT 21 BENT 22 BENT 23
SCALE 1"= 40'
ELEVATION
DR
AWI
NG
NO. ( S
T-J1171 )
MA
TC
H
LI
NE
ST
A 17302
+00
SB CHSR •
NB CHSR • EDGE OF DECKPILE CAP (TYP)
EDGE OF DECK
A
ST-B3001
PPEF
EDISON HWY
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
SCALE 1"= 40'
PLAN
DR
AWI
NG
NO. ( S
T-J1173 )
MA
TC
H
LI
NE
ST
A 17312
+00
17312+00
DR
AWI
NG
NO. ( S
T-J1171 )
MA
TC
H
LI
NE
ST
A 17302
+00
DR
AWI
NG
NO. ( S
T-J1173 )
MA
TC
H
LI
NE
ST
A 17312
+00
DATUM ELEV 370.00
17302+00 17312+00
BENT 24
110'-0"110'-0"110'-0"110'-0"110'-0"120'-0"120'-0"120'-0"120'-0"120'-0"
ELEV 498.78
17299+00.63 BVC
1161' VC
PROP CHSR R/W
PROP CHSR R/W
TOTAL LENGTH = 8541'-6•" (MEASURED ALONG "SB CHSR •")
LTOP OF RAIL "SB CHSR C"NO SCALE
PTEF PPEF
UPRR R/W
17302+00
RC = 0.02%/STA
ELEV 496.71
17310+62.07 EVC
0.28%
EL
EV 498.36
17302
+72.05
"S
B
CH
SR •"
EL
EV 496.35
17311
+92.05
"S
B
CH
SR •"
ELEV 487.08
17345+33.25 BVC
KERN COUINTY R/W
17302+00 17303+00 17304+00 17305+00 17306+00 17307+00 17308+00 17309+00 17310+00 17311+00 17312+00
CS 17310
+62.07
17302+00 17303+00 17304+00 17305+00 17306+00 17307+00 17308+00 17309+00 17310+00 17311+00 17312+00
CS 17310
+61.79
2 3 4 17305+00 6 7 8 9 1 217310+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
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE B-3-ALT 2 TIE IN
TRACK STRUCTURES
VIADUCT STATION 17285+00.00 TO 17370+41.55
PLAN AND ELEVATION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1172
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1172.dgn
11:21:43
AM
10/30/2017
TY
LI\
YWang
-
DATUM ELEV 370.00
APPROX OG
PARAPET TOP OF RAIL TOP OF DECK
BENT 25 BENT 26BENT 27 BENT 28 BENT 29 BENT 30
BENT 31 BENT 32
0.28%
SB CHSR •
NB CHSR •
EDGE OF DECKPILE CAP (TYP)
EDGE OF DECK
SCALE 1"= 40'
ELEVATION
EDISON HWY
ST
ER
LI
NG
RD
A
ST-B3001
PPEF
SCALE 1"= 40'
PLAN040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
17312+00 17322+00
PTEFCIDH PILE (TYP)
17312+00 17322+00
DR
AWI
NG
NO. ( S
T-J1172 )
MA
TC
H
LI
NE
ST
A 17312
+00
DR
AWI
NG
NO. ( S
T-J1174 )
MA
TC
H
LI
NE
ST
A 17322
+00
DR
AWI
NG
NO. ( S
T-J1172 )
MA
TC
H
LI
NE
ST
A 17312
+00
DR
AWI
NG
NO. ( S
T-J1174 )
MA
TC
H
LI
NE
ST
A 17322
+00
120'-0"120'-0"120'-0"120'-0"120'-0"110'-0"110'-0"110'-0"110'-0"
ELEV 496.71
17310+62.07 EVCELEV 487.08
17345+33.25 BVC
EL
EV 493.79
17321
+12.05
"S
B
CH
SR •"
EL
EV 496.04
17313
+02.05
"S
B
CH
SR •"
PPEF
PROP CHSR R/W
PROP CHSR R/W 1 TYP
1
TOTAL LENGTH = 8541'-6•" (MEASURED ALONG "SB CHSR •")
LTOP OF RAIL "SB CHSR C"NO SCALE
C
ST-B3002
1UPRR R/W
PPEF
TYP1
KERN COUNTY R/W
17312+00 17313+00 17314+00 17315+00 17316+00 17317+00 17318+00 17319+00 17320+00 17321+00 17322+00
ST 17322
+02.07
17312+00 17313+00 17314+00 17315+00 17316+00 17317+00 17318+00 17319+00 17320+00 17321+00 17322+00
ST 17322
+01.79
2 3 4 6 7 8 9 1 217315+00 17320+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
CALIFORNIA HIGH-SPEED RAIL PROJEC
BAKERSFIELD TO PALMDALEALTERNATIVE B-3-ALT 2 TIE IN
TRACK STRUCTURES
VIADUCT STATION 17285+00.00 TO 17370+41.55
PLAN AND ELEVATION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1173
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1173.dgn
11:18:42
AM
10/30/2017
TY
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YWang
T
-
PARAPET TOP OF RAIL TOP OF DECK
APPROX OGBENT 33 BENT 34 BENT 35 BENT 36 BENT 37 BENT 38 BENT 39 BENT 40
SCALE 1"= 40'
ELEVATION
C
ST-B3002PPEF
DR
AWI
NG
NO. ( S
T-J1173 )
MA
TC
H
LI
NE
ST
A 17322
+00
SB CHSR •
NB CHSR •
EDGE OF DECK
EDISON HWY
EDGE OF DECK
PPEF
DR
AWI
NG
NO. ( S
T-J1175 )
MA
TC
H
LI
NE
ST
A 17332
+00
SCALE 1"= 40'
PLAN040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
17332+00
CIDH PILE (TYP)PTEF
17322+00 17332+00
DATUM ELEV 370.00
BENT 41
0.28%ELEV 496.71
17310+62.07 EVCELEV 487.08
17345+33.25 BVC
120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"120'-0"
DR
AWI
NG
NO. ( S
T-J1175 )
MA
TC
H
LI
NE
ST
A 17332
+00
DR
AWI
NG
NO. ( S
T-J1173 )
MA
TC
H
LI
NE
ST
A 17322
+00
EL
EV 490.80
17331
+92.05
"S
B
CH
SR •"
EL
EV 493.46
17322
+32.05
"S
B
CH
SR •"
PROP CHSR R/W
PROP CHSR R/W
TOTAL LENGTH = 8541'-6•" (MEASURED ALONG "SB CHSR •")
LTOP OF RAIL "SB CHSR C"NO SCALE
11
1 TYP
11 TYP
UPRR R/W
17322+00
KERN COUNTY R/W
17322+00 17323+00 17324+00 17325+00 17326+00 17327+00 17328+00 17329+00 17330+00 17331+00 17332+00
ST 17322
+02.07
17322+00 17323+00 17324+00 17325+00 17326+00 17327+00 17328+00 17329+00 17330+00 17331+00 17332+00
ST 17322
+01.79
2 3 4 17325+00 6 7 8 9 1 217330+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
CALIFORNIA HIGH-SPEED RAIL PROJEC
BAKERSFIELD TO PALMDALEALTERNATIVE B-3-ALT 2 TIE IN
TRACK STRUCTURES
VIADUCT STATION 17285+00.00 TO 17370+41.55
PLAN AND ELEVATION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1174
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1174.dgn
11:16:34
AM
10/30/2017
TY
LI\
YWang
T
-
DR
AWI
NG
NO. ( S
T-J1174 )
MA
TC
H
LI
NE
ST
A 17332
+00
SB CHSR •
NB CHSR •
EDGE OF DECK
EDGE OF DECK
EDISON HWY
PPEF
PPEF
DR
AWI
NG
NO. ( S
T-J1176 )
MA
TC
H
LI
NE
ST
A 17342
+00
APPROX OGBENT 43 BENT 44 BENT 45 BENT 46 BENT 47 BENT 48
SCALE 1"= 40'
ELEVATION
SCALE 1"= 40'
PLAN040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
DATUM ELEV 370.00
BENT 42
PARAPET TOP OF RAIL TOP OF DECK
CIDH PILE (TYP)PTEF
17332+00 17342+00
DR
AWI
NG
NO. ( S
T-J1174 )
MA
TC
H
LI
NE
ST
A 17332
+00
DR
AWI
NG
NO. ( S
T-J1176 )
MA
TC
H
LI
NE
ST
A 17342
+00
ELEV 496.71
17310+62.07 EVCELEV 487.08
17345+33.25 BVC
EL
EV 490.47
17333
+12.05
"S
B
CH
SR •"
EL
EV 488.16
17341
+44.05
"S
B
CH
SR •"
C
ST-B3002
C
ST-B3002
PROP CHSR R/W
PROP CHSR R/W
OH
FAIR
FA
X
RD
1 TYP
DE
AC
ON
AV
E
11
TOTAL LENGTH = 8541'-6•" (MEASURED ALONG "SB CHSR •")
LTOP OF RAIL "SB CHSR C"NO SCALE
0.28%
RF
CIP PS BOX GIRDER
1
UPRR R/W
BENT 49
180'-0"132'-0"110'-0"110'-0"120'-0"120'-0"120'-0"120'-0"112'-0•"
17342+0017332+00
UPRR TRACK •
R
KERN COUNTY R/W
17332+00 17333+00 17334+00 17335+00 17336+00 17337+00 17338+00 17339+00 17340+00 17341+00 17342+00
TS 17333
+93.36
17332+00 17333+00 17334+00 17335+00 17336+00 17337+00 17338+00 17339+00 17340+00 17341+00 17342+00
TS 17333
+92.96
2 3 4 6 7 8 9 1 217335+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
CALIFORNIA HIGH-SPEED RAIL PROJEC
BAKERSFIELD TO PALMDALEALTERNATIVE B-3-ALT 2 TIE IN
TRACK STRUCTURES
VIADUCT STATION 17285+00.00 TO 17370+41.55
PLAN AND ELEVATION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1175
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1175.dgn
11:26:28
AM
10/30/2017
TY
LI\
YWang
T
-
PARAPET TOP OF RAIL TOP OF DECK
BENT 51 BENT 52 BENT 53 BENT 54 BENT 55 BENT 56 BENT 57
DATUM ELEV 370.00
BENT 50
SCALE 1"= 40'
ELEVATION
SB CHSR •
NB CHSR •
EDISON HWY
EDGE OF DECKC
ST-B3002
PPEF
PPEF
SCALE 1"= 40'
PLAN040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
DR
AWI
NG
NO. ( S
T-J1175 )
MA
TC
H
LI
NE
ST
A 17342
+00
17352+00
DR
AWI
NG
NO. ( S
T-J1177 )
MA
TC
H
LI
NE
ST
A 17352
+00
C
ST-B3002
PTEF
17352+00
APPROX OG
17342+00
18'-
10"
DR
AWI
NG
NO. ( S
T-J1175 )
MA
TC
H
LI
NE
ST
A 17342
+00
DR
AWI
NG
NO. ( S
T-J1177 )
MA
TC
H
LI
NE
ST
A 17352
+00
ELEV 496.71
17310+62.07 EVC
ELEV 487.08
17345+33.25 BVC
0.28%ELEV 487.35
17356+74.85 EVC
1142' VC
EL
EV 487.66
17343
+24.05
"S
B
CH
SR •"
EL
EV 486.36
17350
+92.05
"S
B
CH
SR •"
PROP CHSR R/W
PROP CHSR R/W
EDGE OF DECK
CIDH PILE (TYP)
1
11
RO
AD
FR
ON
T
FAIR
FA
X
LTOP OF RAIL "SB CHSR C"NO SCALE
TOTAL LENGTH = 8541'-6•" (MEASURED ALONG "SB CHSR •")
CIP PS BOX GIRDER
R F
RC = 0.05%/STA
FAIRFAX RD OH
EXIST
UPRR R/WUPRR TRACK •
17342+00
OH
FAIR
FA
X
RD
EXIS
T
R
120'-0"110'-0"110'-0"110'-0"110'-0"100'-0"100'-0"128'-0"180'-0"
KERN COUNTY R/W
1
17342+00 17343+00 17344+00 17345+00 17346+00 17347+00 17348+00 17349+00 17350+00 17351+00 17352+00
SC 17345
+33.36
17342+00 17343+00 17344+00 17345+00 17346+00 17347+00 17348+00 17349+00 17350+00 17351+00 17352+00
SC 17345
+32.96
2 3 4 17345+00 6 7 8 9 1 217350+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
CALIFORNIA HIGH-SPEED RAIL PROJEC
BAKERSFIELD TO PALMDALEALTERNATIVE B-3-ALT 2 TIE IN
TRACK STRUCTURES
VIADUCT STATION 17285+00.00 TO 17370+41.55
PLAN AND ELEVATION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1176
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1176.dgn
11:22:02
AM
10/30/2017
TY
LI\
YWang
T
-
SB CHSR •
NB CHSR • EDGE OF DECK PILE CAP (TYP)
EDGE OF DECK C
ST-B3002
E
ST-B3004
PPEF
PPEF
SCALE 1"= 40'
PLAN040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
DATUM ELEV 370.00
APPROX OG
BENT 59 BENT 60 BENT 61 BENT 62 BENT 63BENT 64 BENT 65
PARAPET TOP OF RAIL TOP OF DECK
BALANCED CANTILEVER SEGMENTAL
SCALE 1"= 40'
ELEVATION
DR
AWI
NG
NO. ( S
T-J1176 )
MA
TC
H
LI
NE
ST
A 17352
+00
17362+00
PTEF
BENT 58
17352+00 17362+00
120'-0"150'-0"240'-0"150'-0"100'-0"100'-0"120'-0"
DR
AWI
NG
NO. ( S
T-J1176 )
MA
TC
H
LI
NE
ST
A 17352
+00
ELEV 487.08
17345+33.25 BVCELEV 487.35
17356+74.85 EVC
1142' VC 0.32%ELEV 481.78
17370+41.55
120'-0" 120'-0"
DR
AWI
NG
NO. ( S
T-J1178 )
MA
TC
H
LI
NE
ST
A 17362
+00
DR
AWI
NG
NO. ( S
T-J1178 )
MA
TC
H
LI
NE
ST
A 17362
+00
EL
EV 486.42
17352
+12.05
"S
B
CH
SR •"
EL
EV 489.03
17361
+92.05
"S
B
CH
SR •"
PROP CHSR R/W
PROP CHSR R/W
CIDH PILE (TYP)
11
40'-
10"
TOTAL LENGTH = 8541'-6•" (MEASURED ALONG "SB CHSR •")
LTOP OF RAIL "SB CHSR C"NO SCALE
RC = 0.05%/STA
1
UPRR TRACK •
SJVR TRACK •
SJVR R/W
17352+00
RR F RFR
KERN COUNTY R/W
UPRR R/W 1
17352+00 17353+00 17354+00 17355+00 17356+00 17357+00 17358+00 17359+00 17360+00 17361+00 17362+00C
S 17356
+74.73
17352+00 17353+00 17354+00 17355+00 17356+00 17357+00 17358+00 17359+00 17360+00 17361+00 17362+00
CS 17356
+74.85
2 3 4 6 7 8 9 1 217355+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
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE B-3-ALT 2 TIE IN
TRACK STRUCTURES
VIADUCT STATION 17285+00.00 TO 17370+41.55
PLAN AND ELEVATION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1177
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1177.dgn
11:17:29
AM
10/30/2017
TY
LI\
YWang
-
SB CHSR •
NB CHSR • EDGE OF DECK
PILE CAP (TYP)EDGE OF DECKA
ST-B3001
PPEF
PPEF
SCALE 1"= 40'
PTEF
ELEVATION
SCALE 1"= 40'
PLAN040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
DATUM ELEV 370.00
APPROX OGBENT 66
PARAPET TOP OF RAIL TOP OF DECK
17362+00
BENT 67 BENT 68 BENT 69 BENT 70
0.32%
ELEV 481.78
17370+41.55
120'-0"120'-0"120'-0"120'-0"120'-0"
ELEV 487.35
17356+74.85 EVC
EL
EV 491.36
17369
+12.05
"S
B
CH
SR •"
EL
EV 489.42
17363
+12.05
"S
B
CH
SR •"
DR
AWI
NG
NO. ( S
T-J1177 )
MA
TC
H
LI
NE
ST
A 17362
+00
DR
AWI
NG
NO. ( S
T-J1177 )
MA
TC
H
LI
NE
ST
A 17362
+00
PROP CHSR R/W
PROP CHSR R/W
17368+00
LTOP OF RAIL "SB CHSR C"NO SCALE
TOTAL LENGTH = 8541'-6•" (MEASURED ALONG "SB CHSR •")
"ALTERNATIVE 2"JOIN "ALTERNATIVE 2"
END "ALTERNATIVE B-3-ALT 2 TIE IN"
17362+00
BENT 71
120'-0"
DR
AWI
NG
NO. ( S
T-J1113 )
17370
+73.64
"A
LT
ER
NA
TI
VE 2"
17370
+41.55
=
"A
LT
ER
NA
TI
VE
B-3-
AL
T 2
TIE I
N"
MA
TC
H
LI
NE
DR
AWI
NG
NO. ( S
T-J1113 )
17370
+73.64
"A
LT
ER
NA
TI
VE 2"
17370
+41.55
=
"A
LT
ER
NA
TI
VE
B-3-
AL
T 2
TIE I
N"
MA
TC
H
LI
NE
17370+00
AC
CE
SS
RO
AD
UPRR R/W
UPRR TRACK •
KERN COUNTY R/W
17362+00 17363+00 17364+00 17365+00 17366+00 17367+00 17368+00 17369+00 17370+00
ST 17368
+14.73
PO
E 17370
+41.55
17362+00 17363+00 17364+00 17365+00 17366+00 17367+00 17368+00 17369+00 17370+00
ST 17368
+14.85
2 3 4 17365+00 6 7 8 9 0
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
CALIFORNIA HIGH-SPEED RAIL PROJECT
BAKERSFIELD TO PALMDALEALTERNATIVE B-3-ALT 2 TIE IN
TRACK STRUCTURES
VIADUCT STATION 17285+00.00 TO 17370+41.55
PLAN AND ELEVATION
CONTRACT NO.
HSR 13-44
DRAWING NO.
ST-J1178
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-J1178.dgn
11:12:22
AM
10/30/2017
TY
LI\
YWang
-
ALTERNATIVES 1,2,3,5
ROADWAY STRUCTURES
MORNING DRIVE UNDERCROSSING
PLAN AND ELEVATION
DESIGNED BY
EMIR MODARRES
DRAWN BY
IVAN MARTIN
CHECKED BY
ROBERT BARTON
IN CHARGE
STEVE SMITHDATE
10/31/2017
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
010 10 20
1"=10'SCALE APPLICABLE FOR FULL SIZE ONLY
PLAN
SCALE 1"= 40'
ELEVATION
SCALE 1"= 40'
PROFILE GRADENO SCALE
TYPICAL SECTIONSCALE 1"= 10'
ELEV 441.56±
103+00.00 EVC ELEV 466.06±
135+50.10
BB EB
ABUT 1
APPROX OG
125+00118+00
118+00
GIRDERCIP/PS BOX
PG
-2%
9
2
6'-
6"
+0.754%
TOP OF FENCE
TOP OF BARRIER
TOP OF DECK
ABUT 2
MORNING DRIVE
PROP
"EDHW" LINE BRIDGE •
3
UPRR R/W
UPRR R/W
NB CHSR •
6P
RO
P
RA
MP
PR
OP
RA
MP
PROP EDISON HIGHWAY
"MRNG" 22+97.17±
"EDHW" 121+75.26=
6
5
"EDHW" LINE
"EDHW" LINE
MEASURED ALONG
DATUM ELEV 380.00
ELEV 455.17±
BB "EDHW" 121+06.00 ELEV 456.23
EB "EDHW" 122+46.00
5
"M
RN
G" LI
NE
PR
OP
MO
RNI
NG
DRI
VE
EXIST GRADE
OF BRIDGE = 140'-0"
TOTAL LENGTH
UNDERPASS
MORNING DRIVE
SB CHSR •CHSR VIADUCT
125+00
FG
PROP CHSR R/W
PROP CHSR R/WPPEF
PPEF
3
92
+2%
1'-5"
12'-0" 11'-0" 12'-0" 12'-0"
55'-11"
5'-0"
4'-9•"
8
126'-0
"
KERN COUNTY R/W
3'-8•"
KERN COUNTY R/W
21
TYP
25'-
9"
10
TYP
SKEW = 17°24'08"
CALTRANS R/W
CALTRANS R/W
10
118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00
24
+00
23
+00
22
+00
120+00 125+009 1 2 3 4118+00
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CALIFORNIA HIGH-SPEED RAIL PROJECCONTRACT NO.
HSR13-44
DRAWING NO.
ST-K1001
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-
K1001.dgn
11:14:16
AM
10/30/2017
TY
LI\
YWang
T
BAKERSFIELD TO PALMDALE
-
ALTERNATIVES 1,2,3,5
ROADWAY STRUCTURES
MORNING DRIVE UNDERPASS
PLAN AND ELEVATION
DESIGNED BY
EMIR MODARRES
DRAWN BY
KEVIN BERRY
CHECKED BY
ROBERT BARTON
IN CHARGE
STEVE SMITHDATE
10/31/2017
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
010 10 20
1"=10'SCALE APPLICABLE FOR FULL SIZE ONLY
SCALE 1"= 40'
ELEVATION TYPICAL SECTIONSCALE 1"= 10'
SCALE 1"= 40'
PLAN
NB CHSR •
6
PROP EDISON HIGHWAY
6
SB CHSR •CHSR VIADUCT
PROP CHSR R/W
PPEF PTEF
PPEF
ABUT 1 ABUT 2
MORNING DRIVE
PROP
DATUM ELEV 380.00
-0.5%FENCE
HANDRAIL WITH
COLUMN, TYP
5'-6" DIA
CIDH, TYP
7'-0" DIA
"UPRR" LINE
DECK
TOP OF
PARAPET
TOP OF
68'-0"
68'-0"
EBBB
BENT 2
ELEV 456.62±
BB "UPRR" 10+28.38 ELEV 457.52±
EB "UPRR" 11+64.38
"UPRR" LINE
"MRNG" 24+26.50
"UPRR" 10+96.38=
UPRR R/W
PROFILE GRADENO SCALE
EXIST GRADEEXIST GRADE
RAIL
TOP OF
APPROX OG
BOX BEAMS
PC/PS CONCRETE 5'-
6"
2'-
6"
"UPRR" LINE
MEASURED ALONG
OF BRIDGE = 136'-0"
TOTAL LENGTH
HANDRAIL
TOP OF
MATCH EXIST
ELEV 456.60 ±
10+26.00
MATCH EXIST
ELEV 457.53 ±
11+67.00
+0.66%±
• TRACK
• TRACK
10'-6"
15'-0"±
10'-6"
36'-0"
PROP CHSR R/W
KERN COUNTY R/W
UPRR R/W
UNDERCROSSING
MORNING DRIVE
126'-0
"
KERN COUNTY R/W
TYP
SKEW = 17°23'28"
21
TYP
1
FG
21'-
1"
CALTRANS R/W
CALTRANS R/W
24
+00
25
+00
23
+00
9+0011+00 13+
0012+0010+00
10+009 1 2 3
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CALIFORNIA HIGH-SPEED RAIL PROJECTCONTRACT NO.
HSR13-44
DRAWING NO.
ST-K1002
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-
K1002.dgn
11:21:31
AM
10/30/2017
TY
LI\
YWang
BAKERSFIELD TO PALMDALE
-
ALTERNATIVES 1,3,5
ROADWAY STRUCTURES
EDISON ROAD EB UNDERCROSSING
PLAN AND ELEVATION
DESIGNED BY
EMIR MODARRES
DRAWN BY
IVAN MARTIN
CHECKED BY
ROBERT BARTON
IN CHARGE
STEVE SMITHDATE
10/31/2017
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
010 10 20
1"=10'SCALE APPLICABLE FOR FULL SIZE ONLY
TYPICAL SECTIONSCALE 1" = 10'
SCALE 1"= 40'
PLAN
NO SCALE
PROFILE GRADE
ELEVATION
ELEV 552.98
24+35.00 BVC
+3.00%ELEV 530.93
17+00.00 EVC
-2% 2
GIRDER
CIP/PS BOX
COLUMN, TYP
5'-6" DIA
FG
"SR58" LINE
LOL25'-0"
10'-0"12'-0"12'-0"10'-0"
47'-0"
6'-
0"
BARRIER
TOP OF
DECK
TOP OF
FENCE
TOP OF
DATUM ELEV 480.00
ABUT 1
BENT 2 BENT 3
ABUT 4
APPROX OG
80'-0"140'-0"80'-0"
ROAD
EDISON
PROP
TOE OF FILL
TOE OF FILL
5
EDIS
ON
RO
AD
PR
OP
TOE OF FILL
TOE OF FILL
2:1
2:1
2:1
2:12:1
2:1
TOP OF FILL
TOP OF FILL
TOP OF FILL
TOP OF FILL
"E
DR
D" LI
NE
"SR58" LINE
2 9
5
SCALE 1"= 40'
"EDRD" LINE 22+40.12
"SR58" LINE 21+28.90
18'-
11"
FGFG
UNDERCROSSING
ROAD WB
EDISON
UNDERCROSSING
EDISON ROAD WB
MEASURED ALONG LOL
TOTAL LENGTH OF BRIDGE = 300'-0"
PG
EBBB
129'-4
"
TOE OF CUT
TOE OF CUT
TOE OF CUT
TOE OF CUT
ELEV 539.69
25.00' RT
BB "SR58" 19+92.00
ELEV 548.69
25.00' RT
EB "SR58" 22+92.00
PROP SR-58 EB
EXIST SR-5
8 EB
EXIST SR-5
8 WB
(TYP)
• BENT
PROP SR-58 WB
(TYP)
PILE CAP
TOP OF CUT
92
TOP OF CUT
9
TYP
SKEW = 15°37'26"
21
+00
22
+00
23
+00
24
+00
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
20+00 25+009 1 2 3 418+00
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CALIFORNIA HIGH-SPEED RAIL PROJEC
CONTRACT NO.
HSR13-44
DRAWING NO.
ST-K1003
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-
K1003.dgn
11:22:56
AM
10/30/2017
TY
LI\
YWang
T
BAKERSFIELD TO PALMDALE
-
DESIGNED BY
EMIR MODARRES
DRAWN BY
IVAN MARTIN
CHECKED BY
ROBERT BARTON
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CALIFORNIA HIGH-SPEED RAIL PROJEC
ALTERNATIVES 1,3,5
ROADWAY STRUCTURES
EDISON ROAD WB UNDERCROSSING
PLAN AND ELEVATION
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
010 10 20
1"=10'SCALE APPLICABLE FOR FULL SIZE ONLY
TYPICAL SECTIONSCALE 1" = 10'
SCALE 1"= 40'
PLAN
NO SCALE
PROFILE GRADE
SCALE 1"= 40'
ELEV 552.98
24+35.00 BVC
+3.00%ELEV 530.93
17+00.00 EVC
GIRDER
CIP/PS BOX
COLUMN, TYP
5'-6" DIA
FG
6'-
0"
10'-0" 12'-0" 12'-0" 10'-0"
47'-0"
-2%2
25'-0"LOL
"SR58" LINE
MIRRORED ELEVATION
BARRIER
TOP OF
80'-0"140'-0"80'-0"
FENCE
TOP OF
DECK
TOP OF
ABUT 1
BENT 2
ROAD
EDISON
PROP
BENT 3
ABUT 4
DATUM ELEV 480.00
APPROX OG
2:1
2:1
2:1
TOE OF FILLTOP OF FILL
TOP OF FILL
TOE OF FILL
TOE OF FILL"E
DR
D" LI
NE
TOP OF FILL
2:1
2:1
2:1
TOP OF FILLTOE OF FILL
EDIS
ON
RO
AD
PR
OP
"EDRD" LINE 22+40.12
"SR58" LINE 21+28.90
42
42
18'-
11"
55
FGFG
"SR58" LINE
UNDERCROSSING
ROAD EB
EDISON
UNDERCROSSING
EDISON ROAD EB
MEASURED ALONG LOL
TOTAL LENGTH OF BRIDGE = 300'-0"
PG
129'-4
"
TOE OF CUT
TOE OF CUT
TOE OF CUT
TOE OF CUT
ELEV 539.27
25.00' LT
BB "SR58" 19+78.00
ELEV 548.27
25.00' LT
EB "SR58" 22+78.00
EBBB
PROP SR-58 EB
EXIST SR-5
8 WB
(TYP)
• BENT
EXIST SR-58 EB
PROP SR-58 WB
(TYP)
PILE CAP
TOP OF CUT TOP OF CUT
9
TYP
SKEW = 15°37'26"
21
+00
22
+00
23
+00
24
+00
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
20+00 25+009 1 2 3 418+00
CONTRACT NO.
HSR13-44
DRAWING NO.
ST-K1004
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-
K1004.dgn
11:16:53
AM
10/30/2017
TY
LI\
YWang
T
BAKERSFIELD TO PALMDALE
-
ALTERNATIVES 1,3,5
ROADWAY STRUCTURES
MALAGA ROAD EB UNDERCROSSING
PLAN AND ELEVATION
DESIGNED BY
EMIR MODARRES
DRAWN BY
KEVIN BERRY
CHECKED BY
ROBERT BARTON
IN CHARGE
STEVE SMITHDATE
10/31/2017
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
010 10 20
1"=10'SCALE APPLICABLE FOR FULL SIZE ONLY
TYPICAL SECTIONSCALE 1" = 10'
SCALE 1"= 40'
PLAN
NO SCALE
PROFILE GRADE
"SR58" LINE
92
92
55
2:1
"M
AL
G" LI
NE
2:1
2:1
TOP OF FILL
TOP OF FILLTOP OF FILL
TOE OF FILL
2:1
BARRIER
TOP OF FENCE
TOP OF
DECK
TOP OF
ABUT 1
DATUM ELEV 550.00
APPROX OGABUT 2
FG
10'-0"
12'-0"
12'-0"
10'-0"
9
2
GIRDER
CIP/PS BOX
6'-
6"
25'-0"
LOL
"SR58" LINE
-2%BB EB
TOTAL LENGTH OF BRIDGE
ROAD
MALAGA
PROP
29
+00
ELEVATIONSCALE 1"= 40'
47'-0"
ELEV 570.35
33+25.00 EVC
+0.904%
ELEV 664.15
137+00.00 BVC
"MALG" LINE 27+66.29
"SR58" LINE 76+96.70
UNDERCROSSING
MALAGA ROAD WB
UNDERCROSSING
MALAGA ROAD WB PG
MEASURED ALONG LOL
= 140'-0"
ELEV 609.29
25.00' RT
BB "SR58" 76+33.0
ELEV 610.56
25.00' RT
EB "SR58" 77+73.00
TOP OF CUT
TOE OF CUT
TOE OF FILLTOE OF CUT
TOP OF CUT
RO
AD
MA
LA
GA
PR
OP
SKEW = 13°28'51", TYP
74+00
136'-2"
PROP SR-58 EB
PROP SR-58 WB
20'-
10"
PROP CHSR R/W
CALTRANS R/W
CALTRANS R/W
27
+00
28
+00
29
+00
74+00 75+00 76+00 77+00 78+00 79+00 80+00
75+00 80+006 7 8 9
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CALIFORNIA HIGH-SPEED RAIL PROJECT
CONTRACT NO.
HSR13-44
DRAWING NO.
ST-K1005
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-
K1005.dgn
11:24:45
AM
10/30/2017
TY
LI\
YWang
BAKERSFIELD TO PALMDALE
-
DESIGNED BY
EMIR MODARRES
DRAWN BY
KEVIN BERRY
CHECKED BY
ROBERT BARTON
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CALIFORNIA HIGH-SPEED RAIL PROJEC
ALTERNATIVES 1,3,5
ROADWAY STRUCTURES
MALAGA ROAD WB UNDERCROSSING
PLAN AND ELEVATION
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
010 10 20
1"=10'SCALE APPLICABLE FOR FULL SIZE ONLY
TYPICAL SECTIONSCALE 1" = 10'
SCALE 1"= 40'
PLAN
NO SCALE
PROFILE GRADE
SCALE 1"= 40'
GIRDER
CIP/PS BOX
6'-
6"
10'-0" 12'-0" 12'-0" 10'-0"
47'-0"
-2%
PG
25'-0"LOL
"SR58" LINE
9
2
BARRIER
TOP OF
FENCE
TOP OF
DECK
TOP OF
DATUM ELEV 550.00APPROX OGFG
2:1
TOP OF FILL
"SR58" LINE
2:1
925
TOP OF FILL
TOE OF FILL
92
2:1
2:1
5
MIRRORED ELEVATION
29
+00
"MALG" LINE 27+66.29
"SR58" LINE 76+96.70
MA
LA
GA
RO
AD
PR
OP
TOTAL LENGTH OF BRIDGE
ROAD
MALAGA
PROP ABUT 1 ABUT 2
BB EB
ELEV 570.35
33+25.00 EVC
+0.904%
ELEV 664.15
137+00.00 BVC
UNDERCROSSING
MALAGA ROAD EB
UNDERCROSSING
MALAGA ROAD EB
MEASURED ALONG LOL
= 140'-0"
ELEV 610.45
25.00' LT
EB "SR58" 77+61.00
ELEV 609.19
25.00' LT
BB "SR58" 76+21.00
TOP OF CUT TOE OF CUT
TOP OF CUT
TOE OF FILL
136'-2"
TOE OF CUT
SKEW = 13°28'51", TYP
LI
NE
"M
AL
G"
PROP SR-58 EB
PROP SR-58 WB
20'-
10"
PROP CHSR R/W
CALTRANS R/W
CALTRANS R/W27
+00
28
+00
29
+00
74+00 75+00 76+00 77+00 78+00 79+00 80+00
75+00 80+004 6 7 8 9
CONTRACT NO.
HSR13-44
DRAWING NO.
ST-K1006
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-
K1006.dgn
11:21:22
AM
10/30/2017
TY
LI\
YWang
T
BAKERSFIELD TO PALMDALE
-
DESIGNED BY
EMIR MODARRES
DRAWN BY
KEVIN BERRY
CHECKED BY
ROBERT BARTON
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CALIFORNIA HIGH-SPEED RAIL PROJEC
ALTERNATIVES 1,3,5
ROADWAY STRUCTURES
COMANCHE DRIVE EB UNDERCROSSING
PLAN AND ELEVATION
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
010 10 20
1"=10'SCALE APPLICABLE FOR FULL SIZE ONLY
TYPICAL SECTIONSCALE 1" = 10'
NO SCALE
PROFILE GRADE
ELEVATIONSCALE 1"= 40'
ELEV 664.15
137+00.00 BVC
ELEV 570.35
33+25.00 EVC
23
+00
12 +00
BARRIER
TOP OF FENCE
TOP OF
DECK
TOP OF
ABUT 1
BENT 2 BENT 3DATUM ELEV 600.00
APPROX OGABUT 4
FG FG
10'-0"
12'-0"
12'-0"
10'-0"
9
2
GIRDER
CIP/PS BOX
COLUMN, TYP
5'-6" DIA
5'-
6"
25'-0"
LOL
"SR58" LINE
FG
PG
-2%
"SR58" LINE
55
2:1
2:1"CMCH" LINE 24+47.69
"SR58" LINE 132+09.97
"C
MC
H" LI
NE
2:1
2:1
TOP OF FILL
TOE OF FILL
TOP OF FILL
TOE OF FILL
DRIVE
COMANCHE
PROP
47'-0"
+0.904%
UNDERCROSSING
COMANCHE DRIVE WB
UNDERCROSSING
COMANCHE DRIVE WB
ELEV 661.05
25.00' RT
EB "SR58" 133+58.05
ELEV 658.52
25.00' RT
BB "SR58" 130+78.55
TYP
SKEW = 17°20'58"
CLR118'-1
0"
DRI
VE
CO
MA
NC
HE
PR
OP
EBBB
92
92
SCALE 1"= 40'
PLAN
(TYP)
• BENT
PROP SR-58 EB
PROP SR-58 WB
75'-0"129'-6"75'-0"
MEASURED ALONG LOL
TOTAL LENGTH OF BRIDGE = 279'-6"
(TYP)
PILE CAP
TOE OF CUT
TOE OF CUT
22'-
0"
CALTRANS R/W
CALTRANS R/W
23
+00
24
+00
25
+00
26
+00
129+00 130+00 131+00 132+00 133+00 134+00135+00
130+00 135+009 1 2 3 4
CONTRACT NO.
HSR13-44
DRAWING NO.
ST-K1007
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-
K1007.dgn
11:16:58
AM
10/30/2017
TY
LI\
YWang
T
BAKERSFIELD TO PALMDALE
-
DESIGNED BY
EMIR MODARRES
DRAWN BY
KEVIN BERRY
CHECKED BY
ROBERT BARTON
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CALIFORNIA HIGH-SPEED RAIL PROJEC
ALTERNATIVES 1,3,5
ROADWAY STRUCTURES
COMANCHE DRIVE WB UNDERCROSSING
PLAN AND ELEVATION
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
010 10 20
1"=10'SCALE APPLICABLE FOR FULL SIZE ONLY
TYPICAL SECTIONSCALE 1" = 10'
SCALE 1"= 40'
PLAN
NO SCALE
PROFILE GRADE
SCALE 1"= 40'
ELEV 664.15
137+00.00 BVC
ELEV 570.35
33+25.00 EVC
BARRIER
TOP OF
FENCE
TOP OF
DECK
TOP OF
ABUT 1
BENT 2 BENT 3
ABUT 4
DATUM ELEV 600.00
APPROX OG
FG FG
GIRDER
CIP/PS BOX
COLUMN, TYP
5'-6" DIA
FG
5'-
6"
10'-0" 12'-0" 12'-0" 10'-0"
47'-0"
-2%
PG
25'-0"LOL
"SR58" LINE
2:1
TOE OF FILLTOP OF FILL
"SR58" LINE925
TOP OF FILLTOE OF FILL
CO
MA
NC
HE
DRI
VE
PR
OP
92
2:1
2:1
5
"CMCH" LINE 24+47.69
"SR58" LINE 132+09.97
9
2
DRIVE
COMANCHE
PROP
CLR118'-1
0"
2:1
+0.904%
EB UNDERCROSSING
COMANCHE DRIVE
UNDERCROSSING
COMANCHE DRIVE EB
MIRRORED ELEVATION
LI
NE
"C
MC
H"
ELEV 660.90
25.00' LT
EB "SR58" 133+41.90
SKEW = 17°20'58", TYP
EBBB
(TYP)
PILE CAP
PROP SR-58 EB
PROP SR-58 WB
(TYP)
• BENT
23
+00
ELEV 658.37
25.00' LT
BB "SR58" 130+61.40
75'-0"130'-6"75'-0"
MEASURED ALONG LOL
TOTAL LENGTH OF BRIDGE = 280'-6"
TOE OF CUT
TOE OF CUT
22'-
0"
23
+00
24
+00
25
+00
26
+00
129+00 130+00 131+00 132+00 133+00 134+00135+00
130+00 135+009 1 2 3 4
CONTRACT NO.
HSR13-44
DRAWING NO.
ST-K1008
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-
K1008.dgn
11:26:15
AM
10/30/2017
TY
LI\
YWang
T
BAKERSFIELD TO PALMDALE
-
DESIGNED BY
EMIR MODARRES
DRAWN BY
KEVIN BERRY
CHECKED BY
ROBERT BARTON
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CALIFORNIA HIGH-SPEED RAIL PROJEC
ALTERNATIVES 1,3,5
ROADWAY STRUCTURES
TEJON HIGHWAY EB UNDERCROSSING
PLAN AND ELEVATION
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
010 10 20
1"=10'SCALE APPLICABLE FOR FULL SIZE ONLY
TYPICAL SECTIONSCALE 1" = 10'
NO SCALE
PROFILE GRADE
ELEVATIONSCALE 1"= 40'
ELEV 671.97
144+00.00 EVC
+1.332%
ELEV 787.60
230+80.00 BVC
10'-0"
12'-0"
12'-0"
10'-0"
9
2
GIRDER
CIP/PS BOX
COLUMN, TYP
5'-6" DIA
6'-
0"
25'-0"
LOL
"SR58" LINE
FG
PG
-2%
BARRIER
TOP OF FENCE
TOP OF
DECK
TOP OF
ABUT 1
BENT 2 BENT 3
DATUM ELEV 650.00
APPROX OGABUT 4
FG FG
"SR58" LINE
92
55
TEJ
ON
HI
GH
WA
Y
PR
OP2
:1
2:1"TEJN" LINE 28+05.24
"SR58" LINE 186+24.01
80'-0"140'-0"80'-0"
HIGHWAY
TEJON
PROP
"T
EJ
N" LI
NE
2:1
2:1
TOP OF FILLTOE OF FILL
47'-0"
UNDERCROSSING
TEJON HIGHWAY WB
UNDERCROSSING
TEJON HIGHWAY WB
MEASURED ALONG LOL
TOTAL LENGTH OF BRIDGE = 300'-0"
TEJ
ON
HI
GH
WA
Y
EXIS
T
CLR128'-8
"
EBBB
TYP
SKEW = 16°34'54"
TOP OF CUT
TOE OF CUT
(TYP)
PILE CAP
PROP SR-58 EB
PROP SR-58 WB
SCALE 1"= 40'
PLAN
ELEV 726.37
25.00' RT
BB "SR58" 184+84.44
ELEV 730.37
25.00' RT
EB "SR58" 187+84.44
(TYP)
• BENT
TOE OF CUT
92
23'-
8"
PROP CHSR R/W
CALTRANS R/W
CALTRANS R/W
CALTRANS R/W27
+00
28
+00
29
+00
183+00 184+00 185+00 186+00 187+00 188+00 189+00
185+004 6 7 8183+00 189+00
ONTRACT NO.
HSR13-44
DRAWING NO.
ST-K1009
SCALE
AS SHOWN
SHEET NO.
C
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-
K1009.dgn
11:23:41
AM
10/30/2017
TY
LI\
YWang
T
BAKERSFIELD TO PALMDALE
-
DESIGNED BY
EMIR MODARRES
DRAWN BY
KEVIN BERRY
CHECKED BY
ROBERT BARTON
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CALIFORNIA HIGH-SPEED RAIL PROJEC
ALTERNATIVES 1,3,5
ROADWAY STRUCTURES
TEJON HIGHWAY WB UNDERCROSSING
PLAN AND ELEVATION
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
010 10 20
1"=10'SCALE APPLICABLE FOR FULL SIZE ONLY
NO SCALE
PROFILE GRADE
ELEV 671.97
144+00.00 EVC
+1.332%
ELEV 787.60
230+80.00 BVC
SCALE 1"= 40'
PLANSCALE 1"= 40'
TYPICAL SECTIONSCALE 1" = 10'
BARRIER
TOP OF
80'-0"140'-0"80'-0"
FENCE
TOP OF
DECK
TOP OF
ABUT 1
BENT 2 BENT 3
ABUT 4
DATUM ELEV 650.00
APPROX OG
FG FG
2:1
"T
EJ
N" LI
NE
"SR58" LINE
2:1
92 5
TOP OF FILLTOE OF FILL
GIRDER
CIP/PS BOX
COLUMN, TYP
5'-6" DIA
FG
6'-
0"
10'-0" 12'-0" 12'-0" 10'-0"
47'-0"
-2%2
PG
25'-0"LOL
"SR58" LINE
HIGHWAY
TEJON
PROP
TEJ
ON
HI
GH
WA
Y
PR
OP 2
:1
2:1
5
"TEJN" LINE 28+05.24
"SR58" LINE 186+24.01
MIRRORED ELEVATION
UNDERCROSSING
TEJON HIGHWAY EB
UNDERCROSSING
TEJON HIGHWAY EB
MEASURED ALONG LOL
TOTAL LENGTH OF BRIDGE = 300'-0"
TEJ
ON
HI
GH
WA
YE
XIS
T
CLR128'-8
"
ELEV 730.17
25.00' LT
EB "SR58" 187+69.56
ELEV 726.18
25.00' LT
BB "SR58" 184+69.56
TYP
SKEW = 16°34'54"
EBBB
TOP OF CUT
TOE OF CUT
PROP SR-58 EB
PROP SR-58 WB
92
CALTRANS R/W
TOE OF CUT
(TYP)
PILE CAP
23'-
8"
9
• BENT (TYP)
PROP CHSR R/W
CALTRANS R/W
CALTRANS R/W
27
+00
28
+00
29
+00
183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00
185+004 6 7 8183+00 189+00
CONTRACT NO.
HSR13-44
DRAWING NO.
ST-K1010
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
Projects\701206.00_
CH
SR
BP\00
CA
DD\
Sheet
Files\
ST\
BP-
ST-
K1010.dgn
11:17:05
AM
10/30/2017
TY
LI\
YWang
T
BAKERSFIELD TO PALMDALE
-
DESIGNED BY
EMIR MODARRES
DRAWN BY
KEVIN BERRY
CHECKED BY
ROBERT BARTON
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CALIFORNIA HIGH-SPEED RAIL PROJECT
ALTERNATIVES 1,3,5
ROADWAY STRUCTURES
TOWERLINE ROAD EB UNDERCROSSING
PLAN AND ELEVATION
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
010 10 20
1"=10'SCALE APPLICABLE FOR FULL SIZE ONLY
NO SCALE
PROFILE GRADE
ELEV 796.58
237+80.00 EVC
+1.233%
ELEV 820.88
257+50.00 BVC
ELEVATIONSCALE 1"= 40'
TYPICAL SECTIONSCALE 1" = 10'
BARRIER
TOP OF
80'-0"140'-0"80'-0"
FENCE
TOP OF
DECK
TOP OF
ABUT 1
BENT 2 BENT 3
DATUM ELEV 725.00
APPROX OG
"SR58" LINE
92
925
5
ABUT 4
25'-
0"
ROAD
TOWERLINE
PROP
24
+00
TO
WE
RLI
NE
RO
AD
PR
OP
2:1
"TWLN" LINE 25+43.81
"SR58" LINE 242+03.00
TOP OF CUT
TOP OF CUT
"T
WL
N" LI
NE
10'-0"
12'-0"
12'-0"
10'-0"
9
2
GIRDER
CIP/PS BOX
COLUMN, TYP
5'-6" DIA
6'-
0"
25'-0"LOL
"SR58" LINE
FGFG FG
-2%
47'-0"
UNDERCROSSING
ROAD WB
TOWERLINE
UNDERCROSSING
TOWERLINE ROAD WBMEASURED ALONG LOL
TOTAL LENGTH OF BRIDGE = 300'-0" PG
ELEV 803.73
25.00' RT
EB "SR58" 243+59.59
ELEV 800.03
25.00' RT
BB "SR58" 240+59.59
CLR128'-6
"
TYP
SKEW = 16°56'18"
EBBB
CUT
TOE OF
PROP SR-58 EB
PROP SR-58 WB
PLANSCALE 1"= 40'
(TYP)
• BENT
CUT
TOE OF
(TYP)
PILE CAP
2:1
TOP OF CUT
TOP OF CUT
TOE OF CUT
TOE OF CUT
CALTRANS R/W
PROP CHSR R/WCALTRANS R/W
24
+00
25
+00
26
+00
27
+00
239+00 240+00 241+00 242+00 243+00 244+00 245+00
240+00 245+009 1 2 3 4
CONTRACT NO.
HSR13-44
DRAWING NO.
ST-K1011
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
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BAKERSFIELD TO PALMDALE
-
DESIGNED BY
EMIR MODARRES
DRAWN BY
KEVIN BERRY
CHECKED BY
ROBERT BARTON
IN CHARGE
STEVE SMITHDATE
10/31/2017
RECORD
PEPD
SUBMITTAL
NOT FOR
CONSTRUCTION
CALIFORNIA HIGH-SPEED RAIL PROJEC
ALTERNATIVES 1,3,5
ROADWAY STRUCTURES
TOWERLINE ROAD WB UNDERCROSSING
PLAN AND ELEVATION
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
010 10 20
1"=10'SCALE APPLICABLE FOR FULL SIZE ONLY
NO SCALE
PROFILE GRADE
ELEV 796.58
237+80.00 EVC
+1.233%
ELEV 820.88
257+50.00 BVC
TYPICAL SECTIONSCALE 1" = 10'
SCALE 1"= 40'
PLANSCALE 1"= 40'
24
+00
GIRDER
CIP/PS BOX
COLUMN, TYP
5'-6" DIA
FG
6'-
0"
10'-0" 12'-0" 12'-0" 10'-0"
47'-0"
-2%2
PG
25'-0"LOL
"SR58" LINE
BARRIER
TOP OF
80'-0"140'-0"80'-0"
FENCE
TOP OF
DECK
TOP OF
ABUT 1
BENT 2 BENT 3
DATUM ELEV 725.00
APPROX OGFG FG
"T
WL
N" LI
NE
"SR58" LINE
55
ABUT 4
ROAD
TOWERLINE
PROP
"TWLN" LINE 25+43.81
"SR58" LINE 242+03.00
TO
WE
RLI
NE
RO
AD
PR
OP
TOP OF CUT
2 9
MIRRORED ELEVATION
UNDERCROSSING
ROAD EB
TOWERLINE
UNDERCROSSING
TOWERLINE ROAD EB
MEASURED ALONG LOL
TOTAL LENGTH OF BRIDGE = 300'-0"
2 9
CLR128'-6
"
EBBB
ELEV 803.54
25.00' LT
EB "SR58" 243+44.41
ELEV 799.84
25.00' LT
BB "SR58" 240+44.41
TYP
SKEW = 16°15'18"
PROP SR-58 EB
PROP SR-58 WB
(TYP)
• BENT
(TYP)
PILE CAP
2:1
2:1
25'-
11"
TOP OF CUT
TOE OF CUT
TOP OF CUT
CUT
TOE OF
2:12:1
CUT
TOE OF
TOE OF CUT
TOP OF CUT
9
CALTRANS R/W
PROP CHSR R/WCALTRANS R/W
24
+00
25
+00
26
+00
27
+00
239+00 240+00 241+00 242+00 243+00 244+00 245+00
240+00 245+001 2 3 4239+00
CONTRACT NO.
HSR13-44
DRAWING NO.
ST-K1012
SCALE
AS SHOWN
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
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11:19:25
AM
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TY
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T
BAKERSFIELD TO PALMDALE
-
CALIFORNIA HIGH-SPEED RAIL PROJECT
ALTERNATIVES 1,2,3,5
ROADWAY STRUCTURES
GENERAL BEALE ROAD OVERHEAD
PLAN AND ELEVATION
DESIGNED BY
EMIR MODARRES
DRAWN BY
DYLAN WILEY
CHECKED BY
ROBERT BARTON
IN CHARGE
STEVE SMITHDATE
10/31/2017
040 40 80
1"=40'SCALE APPLICABLE FOR FULL SIZE ONLY
010 10 20
1"=10'SCALE APPLICABLE FOR FULL SIZE ONLY
TYPICAL SECTIONSCALE 1"= 10'
ELEVATION
SCALE 1"= 40'
PLANSCALE 1"= 40'
PROFILE GRADENO SCALE
ELEV 1104.91
69+15.00 BVC
"GENB" LINE
25'-0"
74+00
+15.00%
-11.32%
R/C = -2.140% /STA
VC = 1230'
11'-0"
11'-0"
GIRDERCIP/PS BOX
BB
APPROX OG
ABUT 1
TOP OF FENCE TOP OF BARRIER TOP OF DECK
BENT 2 BENT 3
ABUT 4
60'-6" 38'-9"
DATUM ELEV 1075.00
ELEV 1147.93
EB "GENB" 79+15.00
ELEV 1157.47
BB "GENB" 76