appendix c typical cross sections text - state of … c. typical cross sections . san francisco to...
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Appendix C. Typical Cross Sections
SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL CROSS SECTIONS
U.S. Department of Transportation Page C-1 Federal Railroad Administration
This summary presents guidance for geometric design as it pertains to horizontal and vertical alignment elements as well as track layouts at Caltrain Stations. There are guidelines and values for three types of design criteria: Desirable, Minimum and Exceptional as described in the Technical Memorandum: Alignment Design Standards for High Speed Train Operation by the California High Speed Rail Authority. This appendix includes various typical sections that can be used for configurations throughout the corridor and are conceptual. These sections support the various vertical design options (at grade, elevated, below grade, and tunnel). For the at grade sections, two configurations for the electrification system (Overhead Contact System) are shown. There are also sample construction staging concepts shown for various vertical design options such that requirements for temporary construction easements could be identified. The various typical sections are summarized and arranged by the minimum right-of-way required for the final configuration. These typical sections can be used with the existing Right-of-Way schematics in Appendix J. These sections also include transition sections which are required to move from one vertical design option to another. The Minimum Right-of Way Requirements schematics depict typical sections that correspond with the detailed typical sections, where Caltrain and California High-speed Train tracks may be elevated, at grade, below grade, or in transition along the corridor. The specified right of way widths (designated in the color scheme) also correlates to the Plan and Profile Drawings (shown in Appendix B) that shows existing rail right of way along the corridor. A 5’ utility easement is considered in the dimensioned ROW widths. Temporary construction easements are not factored in these ROW dimensions. There are total of 3 minimum right-of-way exhibits for:
• Mainline Track • Stations - Center Island or Inboard Platforms • Stations - Outboard Platforms
Main Line
• HST - Track spacing is 16 feet 6 inches (center to center) – Desirable • HST – Track spacing is 15 feet (center to center) – Minimum • HST – Track spacing is 14 feet (center to center) - Exceptional • Caltrain – Track spacing is 15 feet (center to center) • Track spacing between mainline track and sidings is 25 feet.
Utility Easement Third party utilities (fiber optic, etc) will be consolidated in a 5 feet utility easement.
CONCEPTUAL SUBJECT TO CHANGE<60’ 60’-69’
ELEVATED
(AERIAL / BERM)
105’ - 114’ 125’ - 150’ >216’
102’-0"
84’-6"
95’-4"
80’-89’ 90’-99’ 151’-215’
TRANSITION ZONE-
ELEVATED TO
AT-GRADE
(MIN LENGTH
REQ = 6,280’)
TRANSITION ZONE-
AT-GRADE-
BELOW GRADE
(MIN LENGTH
REQ = 6,280’)
233’-6"
205’-6"
161’-0"
84’-10"
111’-6"
108’-0"
111’-6"
100’-104’
103’-8"
78’-6" 87’-8"
84’-10"
67’-0"
67’-0"
1 OF 1DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$T
IM
E$
$F
IL
E$
CONTRACT NO.
MINIMUM RIGHT-OF-WAY REQUIREMENTS
MINIMUM RIGHT-OF-WAY REQUIREMENT EXHIBIT
96’-0"
63’-6"
118’-10"
103’-0"
106’-10"
110’-0"
80’-4"
95’-6"
67’-0"
111’-6"
111’-6"
67’-0"
138’-0"
124’-0"
66’-0"
66’-0"
123’-0"
03/24/2010
MAINLINE
AT-GRADE
(ROAD OVER
OR ROAD UNDER)
BELOW GRADE
(CUT AND COVER
BOX -BORED /
MINED TUNNEL)
115’ - 124’70’-79’
136’-10"
101’-8"
130’-10"
97’-0"
97’-3"
111’-0"
119’-10"
BELOW GRADE
(CUT AND
COVER BOX/TRENCH)
TRANSITION ZONE-
TRENCH - BORED/
MINED TUNNEL
CONCEPTUAL SUBJECT TO CHANGEELEVATED
(AERIAL / BERM)
>216’
TRANSITION ZONE-
ELEVATED TO
AT-GRADE
(MIN LENGTH
REQ = 6,280’)
TRANSITION ZONE-
AT-GRADE-
BELOW GRADE
(MIN LENGTH
REQ = 6,280’)
1 OF 2DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$T
IM
E$
$F
IL
E$
CONTRACT NO.
MINIMUM RIGHT-OF-WAY REQUIREMENTS
MINIMUM RIGHT-OF-WAY REQUIREMENT EXHIBIT
03/24/2010
CENTER ISLAND OR INBOARD PLATFORMS
STATIONS
110’-8"
112’-6"
109’-2"
123’-4" 129’-4"
128’-8"
80’-2"
93’-8"
103’-0"
111’-6"
134’-8"
205’-6"
233’-6"
75’-8"
112’-2"
111’-6"
93’-8"
123’-8" 138’-8"
89’-8"
111’-6"
BELOW GRADE
(CUT AND COVER
BOX -BORED /
MINED TUNNEL)
AT-GRADE
(ROAD OVER
OR ROAD UNDER)
<60’ 60’-69’ 80’-89’ 90’-99’ 100’-104’70’-79’ 105’-114’ 115’-124’ 125’-150’ 151’-215’
97’-0"
BELOW GRADE
(CUT AND
COVER BOX/TRENCH)
TRANSITION ZONE-
TRENCH - BORED/
MINED TUNNEL
CONCEPTUAL SUBJECT TO CHANGEELEVATED
(AERIAL / BERM)
>216’151’-215’
TRANSITION ZONE-
ELEVATED TO
AT-GRADE
(MIN LENGTH
REQ = 6,280’)
TRANSITION ZONE-
AT-GRADE-
BELOW GRADE
(MIN LENGTH
REQ = 6,280’)
2 OF 2DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$T
IM
E$
$F
IL
E$
CONTRACT NO.
MINIMUM RIGHT-OF-WAY REQUIREMENTS
MINIMUM RIGHT-OF-WAY REQUIREMENT EXHIBIT
03/24/2010
STATIONS
115’ - 124’
OUTBOARD PLATFORMS
124’-8"
126’-8"
139’-4"
133-2"
119’-8"
135’-4"
149’-8"
121’-2"
77’-8"
149’-2"
89’ 8"
160’-2"
131’-2"
111’-6"
111’-6"
211’-7"
168’-4"
245’-0"
125’ - 150’
115’-10"
123’-8"
88’-8"
89’-1"
136’-2"
100’-8"
113’-8"
142’-8"
AT-GRADE
(ROAD OVER
OR ROAD UNDER)
BELOW GRADE
(CUT AND COVER
BOX -BORED /
MINED TUNNEL)
<60’ 60’-69’ 80’-89’ 105’-114’
70’-79’ 90’-99’ 100’-104’
97’-0"
BELOW GRADE
(CUT AND
COVER BOX/TRENCH)
TRANSITION ZONE-
TRENCH - BORED/
MINED TUNNEL
CONCEPTUAL SUBJECT TO CHANGE
0
1"=10’
10 10 20
AT-GRADE
DRAFT TYPICAL SECTIONS
03/24/2010
FOUR-TRACK AT GRADE
(AG-1)FOUR-TRACK AT GRADE
(AG-2)
1 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
FOUR-TRACK AT GRADE
(AG-3)
NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY CROSSINGS REFER TO SHEET 24.
1’MIN
OCS
POLE
1’
OCS
POLE
8"
SAFETY FENCE
4’-WIDEDRAINAGE AREA
RIGHT
OF
WAY
ROW
FENCE
5’-0"
RIGHT
OF
WAY
2:1
3’WALKWAY
1’2:1
SAFETY FENCE
1’
3’WALKWAY
� TRACK
� TRACK
� TRACK
� TRACK
2:12:1 2:
12:1
1’
1’-WIDEFENCEFOUNDATION
15’-0"
15’-6"
EASEMENT
FOR 3RD
PARTY
UTILITIES
15’-6"1’-0"1’-0"
3’-WIDECABLE DUCT
TRENCH 3’-WIDECABLE DUCT TRENCH
2:1
8"
OCS POLE
2:1
OCS POLE
RIGHT OF
WAY
SAFETY FENCE
4’-WIDEDRAINAGE AREA
6’
BS
SS
1’HS
FW
AERIAL FEEDER (TYP)
4’
1’-0"
4"
AC (T
YP)
3’-WIDECABLE DUCT
TRENCH
1’-WIDE
FENCE
FOUNDATION
95’-4"
10’-8" 15’-0" 15’-0" 15’-0" 10’-8"
65’-0" MAX
11’-0"
1’-WIDE FENCEFOUNDATION
4’-WIDEDRAINAGE AREA
3’-WIDECABLE DUCT TRENCH
SAFETY FENCE
ROWFENCE
5’-0"
EASEMENT FOR 3RD
PARTY UTILITIES
OG/FG3’ MINWALKWAY(TYP)
1’-0"11’-0"
RIGHT OF
WAY
� HSR
� CALTRAIN
� HSR
� CALTRAIN
2:1
8"
OCS POLE
2:1
RIGHT OF
WAY
� TRACK
� TRACK
SAFETY FENCE
4’-WIDEDRAINAGE AREA
3’-WIDECABLE DUCT
TRENCH
SAFETY FENCE
ROWFENCE
RIGHT OF
WAY
4%
EASEMENT FOR 3RD
PARTY UTILITIES
4’-WIDEDRAINAGE AREA
3’-WIDECABLE DUCTTRENCH
5’-0"
1’-WIDEFENCE
FOUNDATION
1’-WIDEFENCEFOUNDATION
15’-0"15’-0"
1’HS
10’-8" 10’-8" 1’-0"11’-0"
6"
AC (T
YP)
� TRACK
� TRACK
3’ MINWALKWAY(TYP)
1’-0" 11’-0"
OG/FG OG/FG
� OCS
POLE
� OCS
POLE
1’
10’-8"14’-8" 10’-8" 14’-8"
103’-8"
101’-8"
10’-8" 10’-8"
CONCEPTUAL SUBJECT TO CHANGE
2 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
0
1"=10’
10 10 20
FOUR-TRACK STRUCTURE
(S-3)
STRUCTURAL
DRAFT TYPICAL SECTIONS
03/24/2010
FOUR-TRACK STRUCTURE
(S-1)
FOUR-TRACK STRUCTURE
(S-2)
NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY CROSSINGS REFER TO SHEET 24.
� TRACK
� TRACK
1’
� OCS
POLE
� TRACK
� TRACK
� TRACK
� TRACK
1’
� OCS
POLE
3’-0"WALKWAY
RIGHT OF
WAY�
TRACK
� OCS
POLE
1’
� TRACK
3’-0"WALKWAY
1’
WALKWAY
� OCS
POLE
RIGHT
OF
WAY
1’
� OCS
POLE
WALKWAY
RIGHT
OF
WAY
15’-0"
RIGHT OF
WAY
3’-0"3’-0"
5’-0"
EASEMENT
FOR 3RD
PARTY
UTILITIES
EASEMENT
FOR 3RD
PARTY
UTILITIES
5’-0"
CABLE
DUCT (TYP)
CABLE
DUCT (TYP)
87’-8"
15’-0"15’-0"
84’-10"
OG/FG
OG/FG
DRAINAGE (TYP)
DRAINAGE (TYP)
� TRACK
� TRACK
� TRACK
� TRACK
1’
WALKWAY
� OCS
POLE
RIGHT
OF
WAY
1’
WALKWAY
� OCS
POLE
RIGHT OF
WAY
3’-0"3’-0"
CABLE
DUCT (TYP)
EASEMENT
FOR 3RD
PARTY
UTILITIES
5’-0"
15’-0" 15’-0"
OG/FG
6’
BS
SS
1’HS
FW
AERIAL
FEEDER
(TYP)
4’
DRAINAGE (TYP)
10’-8" 10’-8"6’-1" 6’-1"
78’-6"
SOUND WALL
6’-1" 10’-8" 10’-8" 10’-8" 10’-8" 6’-1"
15’-0" 10’-8" 10’-8" 10’-8" 10’-8"
65’-0" MAX
15’-0"
15’-0"
CONCEPTUAL SUBJECT TO CHANGE
3 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
0
1"=10’
10 10 20
STRUCTURAL
DRAFT TYPICAL SECTIONS
03/24/2010
TWO-SINGLE TRACK STRUCTURE WITH
DOUBLE TRACK STRUCTURE
(S-4)
TWO-DOUBLE TRACK STRUCTURE
(S-5)
NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY CROSSINGS REFER TO SHEET 24.
� TRACK
� TRACK
� TRACK
OCS POLE
1’
OCS POLE
1’
OCS POLE
1’
WALKWAY
WALKWAYWALKWAY
10’-0"
� TRACK
OCS POLE
1’
10’-0"
WALKWAY
RIGHT
OF
WAY
RIGHT
OF
WAY
3’-0"
3’-0"3’-0"
3’-0"
5’-0"
15’-0"
SAFETY FENCE
SAFETY FENCE
SAFETY FENCE
SAFETY FENCE
SAFETY FENCE
SAFETY FENCE
OG/FG
DRAINAGE (TYP)
DRAINAGE (TYP)
EASEMENT
FOR 3RD
PARTY
UTILITIES
23’-
0"
23’-
0"
CABLE
DUCT (TYP)
OCS POLE
1’
WALKWAY WALKWAY
OCS POLE
1’
OCS POLE
1’
RIGHT OF
WAY
RIGHT OF
WAY
3’-0" 3’-0"
5’-0"
EASEMENT FOR 3RD
PARTY UTILITIES
15’-0" 15’-0"
DRAINAGE (TYP)
10’-8" 10’-8" 10’-8" 10’-8"6’-1" 6’-1"
� HSR
� HSR
� CALTRAIN
� CALTRAIN
SOUND WALL(TYP)
OCS POLE
6’-1" 10’-8"
6’-1" 10’-8" 10’-8" 6’-1"
10’-8" 6’-1"
WALKWAY
3’-0"
6’-1"
WALKWAY
3’-0"
6’-1"
OG/FG
102’-0"
102’-0"
5’-0"
CONCEPTUAL SUBJECT TO CHANGE
4 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
0
1"=10’
10 10 20
TUNNEL
DRAFT TYPICAL SECTIONS
03/24/2010
TWO-SINGLE TRACK TUNNELS AND
DOUBLE TRACK TUNNEL
(T-1)NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY CROSSINGS REFER TO SHEET 24.
� TRACK
� TRACK
10’-0"
� TRACK
� TRACK
10’-0"
3’-0"
8’-6" 8’-6"
3’-0" 3’-0"
8’-6" 8’-6"
3’-0"
70’-
6"
45’-
9"
RIGHT OF
WAY
RIGHT OF
WAY
47’-0"
42’-8"
46’-0"
1’-0"
1’-0"
2’-
0"
2’-0"
8’-6"
8’-6"
3’-0"
8’-6" 8’-6"
7’-
0"
4’-
0"
27’-6"
29’-10"
30’-6"
4’-
0"
27’-6"
29’-10"
30’-6"
4’-
0"
30’-6"
47’-0"
205’-6"
TCELIMIT
TCELIMIT
30’-6"
47’-0"
263’-0"(TCE LIMIT)
5’-0"
OG/FG
CABLE DUCT
(TYP)
DRAINAGE (TYP)
DRAINAGE (TYP)
CABLE DUCT
(TYP)CABLE DUCT
(TYP) DRAINAGE (TYP)
EASEMENT
FOR 3RD
PARTY
UTILITIES
CONCEPTUAL SUBJECT TO CHANGE
5 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
0
1"=10’
10 10 20
TUNNEL
DRAFT TYPICAL SECTIONS
03/24/2010
TWO-DOUBLE TRACK TUNNELS
(T-2)
NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY CROSSINGS REFER TO SHEET 24.
� TRACK
� TRACK
47’-0"
10’-0"
� TRACK
� TRACK
10’-0"
70’-
6"
RIGHT OF
WAYRIGHT
OF WAY
47’-0"
42’-8"
46’-0"
1’-0"
1’-0"
2’-
0"
2’-0"
8’-6"
8’-6"
3’-0"
8’-6" 8’-6"
7’-
0"
4’-
0"
47’-0"
42’-8"
46’-0"
1’-0"
1’-0"
2’-
0"
2’-0"
8’-6"
8’-6"
3’-0"
8’-6" 8’-6"
7’-
0"
4’-
0"
161’-0"
235’-0"
TCELIMIT
TCELIMIT
(TCE LIMIT)
47’-0"47’-0"
5’-0"
OG/FG
CABLE DUCT
(TYP)
CABLE DUCT
(TYP)
DRAINAGE (TYP)
DRAINAGE (TYP)
EASEMENT
FOR 3RD
PARTY
UTILITIES
CONCEPTUAL SUBJECT TO CHANGE
6 OF 26DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
0
1"=10’
10 10 20
FOUR-SINGLE TRACK TUNNELS
(T-3)
TUNNEL
DRAFT TYPICAL SECTIONS
03/24/2010
NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY CROSSINGS REFER TO SHEET 26.
� TRACK
� TRACK
30’-6" 10’-0"
� TRACK
� TRACK
30’-6" 30’-6"
3’-0"
8’-6" 8’-6"
3’-0" 3’-0"
8’-6" 8’-6"
3’-0" 3’-0"
8’-6" 8’-6"
3’-0" 3’-0"
8’-6" 8’-6"
3’-0"
45’-
9"
RIGHT OF
WAY
RIGHT OF
WAY
27’-6"
29’-10"
30’-6"
4’-
0"
27’-6"
29’-10"
30’-6"
4’-
0"
27’-6"
29’-10"
30’-6"
4’-
0"
27’-6"
29’-10"
30’-6"
4’-
0"
30’-6"30’-6"
TCELIMIT
TCELIMIT
(TCE LIMIT)
30’-6"
274’-6"
5’-0"
OG/FG
CABLE DUCT
(TYP) DRAINAGE (TYP)
233’-6"
EASEMENT
FOR 3RD
PARTY
UTILITIES
CONCEPTUAL SUBJECT TO CHANGE
7 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
0
1"=10’
10 10 20
CUT/COVER BOX
DRAFT TYPICAL SECTIONS
03/24/2010
TWO-DOUBLE TRACK CUT/COVER BOX
(CCB-2)
FOUR TRACK CUT/COVER BOX
(CCB-1)
NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY CROSSINGS REFER TO SHEET 24.
3’-0"
RIGHT
OF
WAY
3’-0"
RIGHT
OF
WAY
� TRACK
� TRACK
� TRACK
� TRACK
CONTINUOUS
PERMANENT
SHORING WALL
FINAL WALL
FINAL WALLFINAL WALL
CONTINUOUS
PERMANENT
SHORING WALL
FINAL WALL
OG/FG
12’-9" 12’-9" 12’-9" 12’-9" 12’-9" 12’-9" 12’-9" 12’-9"
DRAINAGE (TYP)
CABLE
DUCT (TYP)
3’-0"
RIGHT OF
WAY
3’-0"
RIGHT
OF
WAY
3’-0"3’-0"
� TRACK
� TRACK
� TRACK
� TRACK
CONTINUOUS
PERMANENT
SHORING WALLCONTINUOUS
PERMANENT
SHORING WALL
FINAL WALLFINAL WALL
FINAL WALL
CONTINUOUS
PERMANENT
SHORING WALLCONTINUOUS
PERMANENT
SHORING WALL
FINAL WALLFINAL WALL
FINAL WALL
DRAINAGE (TYP)CABLE
DUCT (TYP) DRAINAGE (TYP)CABLE
DUCT (TYP)
7’-
0"
7’-
0"
5’-0"
3’-0"
EASEMENT
FOR 3RD
PARTY
UTILITIES
5’-0"
EASEMENT
FOR 3RD
PARTY
UTILITIES
6’-0"
OG/FG
25’-
6" (T
YP)
25’-
6" (T
YP)
12’-9" 12’-9" 12’-9" 12’-9" 12’-9" 12’-9" 12’-9" 12’-9"
3’-0" 3’-0"
3’-0"3’-0"
123’-0"
138’-0"
3’-0" 3’-0"
3’-0"
3’-0"
3’-0"
3’-0"
CONCEPTUAL SUBJECT TO CHANGE
8 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
0
1"=10’
10 10 20
CUT/COVER BOX
DRAFT TYPICAL SECTIONS
03/24/2010
DOUBLE DECK WITH DOUBLE TRACK CUT/COVER BOX
(CCB-3)
FOUR TRACK CUT/COVER BOX
(CCB-4)
NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY CROSSINGS REFER TO SHEET 24.
3’-0"3’-0"
3’-0"3’-0"
� TRACK
� TRACK
DRAINAGE (TYP)CABLE
DUCT (TYP)
CONTINUOUS
PERMANENT
SHORING WALL
FINAL WALL
RIGHT
OF
WAYRIGHT
OF
WAY
CONTINUOUS
PERMANENT
SHORING WALL
FINAL WALL
RIGHT OF
WAY
RIGHT
OF
WAY
3’-0"
� TRACK
FINAL WALL
CABLE
DUCT (TYP)
CONTINUOUS
PERMANENT
SHORING WALL
7’-
0"
� TRACK
� TRACK
� TRACK
CABLE
DUCT (TYP)DRAINAGE (TYP)
25’-
6" (T
YP)
EASEMENT
FOR 3RD
PARTY
UTILITIES
OG/FG
EASEMENT
FOR 3RD
PARTY
UTILITIES
5’-0"
5’-0"
7’-
0"
OCS OCS
12’-9" 12’-9"
12’-9" 12’-9" 12’-9" 12’-9"
3’-0"
3’-0"
3’-0"
3’-0" 12’-9"
96’-0"
3’-0"
3’-0"
3’-0"CONTINUOUS
PERMANENT
SHORING WALL
FINAL WALL
FINAL WALL
CONTINUOUS
PERMANENT
SHORING WALL
3’ MINWALKWAY
(TYP)
3’ MINWALKWAY
(TYP)
3’-0"
66’-0"
DRAINAGE (TYP)
12’-9" 12’-9" 12’-9"15’-0" 15’-0"3’-0"
15’-0"
CONCEPTUAL SUBJECT TO CHANGE
9 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
0
1"=10’
10 10 20
COMBINATION
DRAFT TYPICAL SECTIONS
03/24/2010
DOUBLE TRACK AT GRADE WITH
DOUBLE CUT/COVER BOX
(AG-CCB-1)
DOUBLE TRACK STRUCTURE WITH
DOUBLE CUT/COVER BOX
(S-CCB-1)
NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY CROSSINGS REFER TO SHEET 24.
RIGHT
OF
WAY
3’-0"
� TRACK
� TRACK
OCS POLE
1’
OCS POLE
1’
WALKWAYWALKWAY
RIGHT OF
WAY
3’-0"
� TRACK
� TRACK
3’-0" 3’-0"
3’-0" 3’-0"
5’-0"
CONTINUOUS
PERMANENT
SHORING WALLCONTINUOUS
PERMANENT
SHORING WALL
FINAL WALLFINAL WALL
7’-
0"
MIN
12’-9" 12’-9" 12’-9" 12’-9"
15’-0"
15’-0"
OG/FGEASEMENT
FOR 3RD
PARTY
UTILITIES
CABLE
DUCT (TYP) DRAINAGE (TYP)
25’-
6" (T
YP)
SAFETY FENCE
SAFETY FENCE
1’
1’MIN
OCS POLE
OCS POLE
SAFETY FENCE
ROWFENCE
5’-0"15’-0"
3’-0"3’-0"
1’-WIDE FENCEFOUNDATION
RIGHT OF
WAY
RIGHT OF
WAY
2:1 2:1
1’
25’-
6" (T
YP)
SAFETY FENCE
8"(TYP)
EASEMENT FOR 3RD
PARTY UTILITIES
1’-WIDE
FENCE
FOUNDATION
4’-WIDEDRAINAGE AREA
OG/FG
DRAINAGE (TYP)
OG/FG
4’-WIDEDRAINAGE AREA
� HSR
�HSR
10’-8"
3’-0" 3’-0"
�CALTRAIN
�CALTRAIN
3’ MINWALKWAY(TYP)
3’-WIDECABLE DUCT TRENCH
4"
AC (T
YP)
3’-WIDECABLE DUCT
TRENCH
12’-9"12’-9"
3’-WIDECABLE DUCT TRENCH
12’-9"12’-9"
CONTINUOUS
PERMANENT
SHORING WALL
1’-0"
11’-0"
11’-0"
6’-1" 10’-8" 10’-8" 6’-1"
98’-0"
3’-0"3’-0"
3’-0"
66’-0"
1’-0"
10’-8"
22’-9" 22’-9"
CONCEPTUAL SUBJECT TO CHANGE
10 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
0
1"=10’
10 10 20
COMBINATION
DRAFT TYPICAL SECTIONS
03/24/2010
DOUBLE TRACK ON RETAINED FILL WITH
TWO-SINGLE TRACK AT GRADE
(RF-AG)
TWO-SINGLE TRACK ON RETAINED FILL WITH
DOUBLE TRACK STRUCTURE
(RF-S)
NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY CROSSINGS REFER TO SHEET 24.
� TRACK
� TRACK
OCS
POLE
1’
OCS
POLE
� TRACK
� TRACK
SAFETY FENCE
SAFETY FENCE
SAFETY FENCE
SAFETY FENCE
1’
OG/FG
RIGHT OF
WAY
OCS POLE
2:1
�TRACK
� TRACK
� TRACK
WALKWAY3’-0"WALKWAY
3’-0"
SAFETY FENCE
SAFETY FENCE
OCS
POLE
OCS
POLE
RIGHT
OF
WAY
OCS
POLE
SAFETY
FENCE
5’-0"
ROW
FENCE
2:1
�
TRACK
CABLE DUCT (TYP)
SAFETY
FENCE
WALKWAY 3’-0"
6"
8"(TYP)
1’MIN
3’-0"
4’-WIDEDRAINAGE AREA
1’-WIDE
FENCE
FOUNDATION
3’-WIDECABLE DUCT TRENCH
4’-WIDEDRAINAGE AREA
3’-WIDECABLE DUCT TRENCH
1’-WIDE FENCEFOUNDATION
1’-0"
4’-WIDEDRAINAGE AREA
4’-WIDEDRAINAGE AREA
5’-0"
15’-0"
48’-0"
5’-0"
1’-0"
1’-0"11’-0"
EASEMENT
FOR 3RD
PARTY
UTILITIES
CABLE
DUCT (TYP)
DRAINAGE (TYP)
WALKWAY
3’-0"
SAFETY FENCE
OCS
POLE
CABLE
DUCT (TYP)
WALKWAY
3’-0"
SAFETY FENCE
OCS POLE
CABLE
DUCT (TYP)
10’-0"
RIGHT
OF
WAY
5’-0"
EASEMENT
FOR 3RD
PARTY
UTILITIES
DRAINAGE (TYP)
DRAINAGE (TYP)
DRAINAGE (TYP)
CABLE
DUCT (TYP)
15’-0"
OG/FG
136’-10"
11’-0" 10’-0"10’-8"
10’-8" 10’-8"6’-1" 6’-1"
10’-0" 10’-8"4’-0"4’-0"
OG/FG
OG/FG
OG/FG
RIGHT OF
WAY
1’-0" 6’-1" 10’-8"
6’-1" 10’-8" 10’-8" 6’-1"
10’-0" 10’-8" 6’-1"
108’-0"
CONCEPTUAL SUBJECT TO CHANGE
11 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
0
1"=10’
10 10 20
DOUBLE TRACK AT GRADE WITH
DOUBLE TRACK IN TUNNEL
(AG-T-1)
DOUBLE TRACK CUT/COVER BOX WITH
DOUBLE TRACK IN TUNNEL
(CCB-T-1)
COMBINATION
DRAFT TYPICAL SECTIONS
03/24/2010
NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY CROSSINGS REFER TO SHEET 24.
� TRACK
� TRACK
RIGHT
OF
WAY
RIGHT OF
WAY
47’-0"
42’-8"
46’-0"
1’-0"
1’-0"
2’-
0"
2’-0"
8’-6"
8’-6"
3’-0"
8’-6" 8’-6"
7’-
0"
4’-
0"
47’-0" 47’-0"
TCELIMIT
TCELIMIT
(TCE LIMIT)
OG/FG
� TRACK
� TRACK
RIGHT OF
WAY
RIGHT
OF
WAY
3’-0"3’-0"
� TRACK
� TRACK
47’-0"
42’-8"
46’-0"
1’-0"
1’-0"
2’-
0"
2’-0"
8’-6"
8’-6"
3’-0"
8’-6" 8’-6"
7’-
0"
4’-
0"
TCELIMIT
TCELIMIT
(TCE LIMIT)
47’-0"47’-0"
141’-0"
EASEMENT
FOR 3RD
PARTY
UTILITIES
5’-0"
CONTINUOUS
PERMANENT
SHORING WALLCONTINUOUS
PERMANENT
SHORING WALL
FINAL WALLFINAL WALL
FINAL WALL
OG/FG
DRAINAGE (TYP)CABLE
DUCT (TYP)
7’-
0"
25’-
6" (T
YP)
DRAINAGE (TYP)
DRAINAGE (TYP)
CABLE DUCT
(TYP)
CABLE DUCT
(TYP)
70’-
6"
141’-0"
70’-
6"
1’
1’MIN
4"
8"
OCS POLE
1’
OCS POLE
� 6’-HIGH
FENCE
� 6’-HIGH
FENCE
SAFETY FENCE
ROWFENCE
EASEMENT FOR 3RD
PARTY UTILITIES
5’-0"
SAFETY FENCE
1’-WIDE FENCEFOUNDATION
1’-WIDE
FENCE
FOUNDATION
4’-WIDEDRAINAGE AREA
3’-WIDECABLE DUCT TRENCH
4’-WIDEDRAINAGE AREA
3’-WIDECABLE DUCT TRENCH
11’-0"
� CALTRAIN
� CALTRAIN
1’-0"
4"
AC (T
YP)
3’ MINWALKWAY(TYP)
10’-8"
2’-10 1/4 "
10’-8"
12’-9" 12’-9" 12’-9" 12’-9"
OG/FG
11’-0"
3’-0"
3’-0"
3’-0"3’-0"
3’-0"
3’-0"3’-0"3’-0"
15’-0"
3’ MINWALKWAY
(TYP)
67’-0"
67’-0"
10’-0"10’-0"
10’-0"10’-0"
CONCEPTUAL SUBJECT TO CHANGE
12 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
0
1"=10’
10 10 20
DOUBLE TRACK CUT/COVER BOX WITH
TWO-SINGLE TRACK TUNNELS
(CCB-T-2)
DOUBLE TRACK AT GRADE WITH
TWO-SINGLE TRACK TUNNELS
(AG-T-2)
COMBINATION
DRAFT TYPICAL SECTIONS
03/24/2010
NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY CROSSINGS REFER TO SHEET 24.
� TRACK
� TRACK
RIGHT OF
WAY
RIGHT
OF
WAY
30’-6"
45’-
9"
3’-0"3’-0"
� TRACK
� TRACK
10’-0"10’-0"
111’-6"
27’-6"
29’-10"
30’-6"
3’-0"
8’-6" 8’-6"
3’-0"
4’-
0"
27’-6"
29’-10"
30’-6"
3’-0"
8’-6" 8’-6"
3’-0"
4’-
0"
152’-6"
TCELIMIT
TCELIMIT
(TCE LIMIT)
30’-6"30’-6"
5’-0"
CONTINUOUS
PERMANENT
SHORING WALLCONTINUOUS
PERMANENT
SHORING WALL
FINAL WALLFINAL WALL
FINAL WALL
OG/FG
DRAINAGE (TYP)CABLE
DUCT (TYP)
7’-
0"
1’
1’MIN
4"
8"
OCS
POLE
1’
OCS
POLE
� 6’-HIGH
FENCE
� TRACK
� TRACK
RIGHT
OF
WAY
RIGHT OF
WAY
3’-0"
8’-6" 8’-6"
3’-0" 3’-0"
8’-6" 8’-6"
3’-0"
� TRACK
� TRACK
SAFETY
FENCE
ROW
FENCE
4%
VARIES
EASEMENT
FOR 3RD
PARTY
UTILITIES
30’-6"
5’-0"
10’-0" 10’-0"
111’-6"
SAFETY
FENCE
30’-6" 30’-6"
TCELIMIT
TCELIMIT
27’-6"
29’-10"
30’-6"
4’-
0"
27’-6"
29’-10"
30’-6"
4’-
0"
152’-6"
(TCE LIMIT)
15’-0"
OG/FG
25’-
6" (T
YP)
EASEMENT
FOR 3RD
PARTY
UTILITIES
CABLE DUCT
(TYP) DRAINAGE (TYP)
CABLE DUCT
(TYP)
DRAINAGE (TYP)
45’-
9"
3’-WIDECABLE DUCT TRENCH
4’-WIDEDRAINAGE AREA
1’-WIDE
FENCE
FOUNDATION
WALKWAY 3’-0"
6"
3’-0"
4’-WIDEDRAINAGE AREA
1’-WIDE FENCEFOUNDATION
3’-WIDECABLE DUCT TRENCH
OG/FG
3’-0"3’-0"
12’-9" 12’-9" 12’-9" 12’-9"
10’-8" 10’-8"
11’-0"11’-0"
3’-0"
CONCEPTUAL SUBJECT TO CHANGE
13 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
0
1"=10’
10 10 20
DOUBLE TRACK ON RETAINED FILL WITH
TWO-SINGLE TRACK TUNNELS
(RF-T-1)
TRIPLE TRACK STRUCTURE WITH
SINGLE TRACK CUT/COVER BOX
(S-CCB-2)
COMBINATION
DRAFT TYPICAL SECTIONS
03/24/2010
NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY CROSSINGS REFER TO SHEET 24.
RIGHT
OF
WAY
RIGHT OF
WAY
� TRACK
� TRACK
45’-
9"
3’-0"
8’-6" 8’-6"
3’-0"3’-0"
8’-6" 8’-6"
3’-0"10’-0"
10’-0"30’-6"
111’-6"
152’-6"
TCELIMIT
TCELIMIT
30’-6"30’-6"
27’-6"
29’-10"
30’-6"
4’-
0"
27’-6"
29’-10"
30’-6"
4’-
0"
(TCE LIMIT)
5’-0"
� TRACK
� TRACK
WALKWAY3’-0"
WALKWAY
3’-0"
SAFETY FENCE
SAFETY FENCE
OCS
POLE
1’
OCS
POLE
1’
CABLE DUCT (TYP)
OG/FG
� TRACK
� TRACK
� TRACK
� TRACK
WALKWAY
RIGHT
OF
WAY
WALKWAY
RIGHT OF
WAY
3’-0" 3’-0"
3’-0"
� TRACK
DRAINAGE (TYP)CABLE
DUCT (TYP)
CONTINUOUS
PERMANENT
SHORING WALL
FINAL WALL
OG/FG
25’-
6" (T
YP)
CABLE DUCT
(TYP)
DRAINAGE (TYP)
CABLE DUCT
(TYP) DRAINAGE (TYP)
15’-0"
EASEMENT
FOR 3RD
PARTY
UTILITIES
DRAINAGE (TYP)
15’-0" 15’-0"
5’-0"
EASEMENT
FOR 3RD
PARTY
UTILITIES
� OCS
POLE
1’
� OCS
POLE
BS
SS
1’HS
FW
AERIAL
FEEDER
(TYP)
6’
4’
SAFETY FENCE
SAFETY FENCE
6’-1" 6’-1"10’-8"10’-8"
6’-1" 10’-8" 10’-8" 6’-1"
63’-6"
12’-9" 12’-9"3’-0"3’-0"
3’-0"3’-0"
OG/FG
CONCEPTUAL SUBJECT TO CHANGE
14 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
0
1"=10’
10 10 20
TRIPLE TRACK AT GRADE WITH
SINGLE TRACK CUT/COVER BOX
(AG-CCB-2)
DOUBLE TRACK STRUCTURE WITH
DOUBLE TRACK AT GRADE
(S-AG-1)
COMBINATION
DRAFT TYPICAL SECTIONS
03/24/2010
NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY CROSSINGS REFER TO SHEET 24.
3’-0"
� TRACK
OG/FG
CONTINUOUS
PERMANENT
SHORING WALL
FINAL WALL
4"
8"
� TRACK
� TRACK
SAFETY
FENCE
ROW
FENCE
RIGHT
OF
WAY
4%
3’
5’-0"
4"
8"
�
TRACK
SAFETY
FENCE
4%
RIGHT
OF
WAY
DRAINAGE (TYP)CABLE
DUCT (TYP)
� TRACK
� TRACK
OCS POLE
1’
OCS POLE
1’
WALKWAYWALKWAY
3’-0" 3’-0"
1’
1’MIN
4"
8"
8"
OCS
POLE
1’
OCS
POLE
� TRACK
� TRACK
SAFETY
FENCEROW
FENCE
4%
5’-0"
SAFETY
FENCE
OG/FG
RIGHT
OF
WAY
RIGHT
OF
WAY
15’-0"
25’-
6" (T
YP)
4’-WIDEDRAINAGE AREA
1’-WIDE
FENCE
FOUNDATION
3’-WIDECABLE DUCT TRENCH
3’-0"
WALKWAY 3’-0"
6"
1’-0" 1’-0"
WALKWAY 3’-0"
4’-WIDEDRAINAGE AREA
1’-WIDE
FENCE
FOUNDATION
3’-WIDECABLE DUCT
TRENCH
15’-0" 15’-0"
EASEMENT
FOR 3RD
PARTY
UTILITIES
� OCS
POLE
1’
� OCS
POLE
BS
SS
1’HS
FW
AERIAL
FEEDER
(TYP)6’
4’
3’-0"WALKWAY 3’-0"
4’-WIDEDRAINAGE AREA
1’-WIDE
FENCE
FOUNDATION
6"
3’-WIDECABLE DUCT
TRENCH
EASEMENT
FOR 3RD
PARTY
UTILITIES
4’-WIDEDRAINAGE AREA
1’-WIDE
FENCE
FOUNDATION
3’-WIDECABLE DUCT TRENCH
WALKWAY 3’-0"
1’-0"
15’-0"
OG/FG
SAFETY FENCE
SAFETY FENCE
11’-0"
10’-8" 10’-8"
12’-9" 12’-9"
11’-0"
6’-1" 10’-8" 10’-8" 6’-1"
10’-8" 10’-8"
11’-0"11’-0"
5’-0" MIN
3’-0" 3’-0"
80’-4"
106’-10"
CONCEPTUAL SUBJECT TO CHANGE
15 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
0
1"=10’
10 10 20
DOUBLE TRACK ON RETAINED FILL WITH
DOUBLE TRACK IN TUNNEL
(RF-T-2)
DOUBLE TRACK STRUCTURE WITH
TWO-SINGLE TRACK AT GRADE
(S-AG-2)
COMBINATION
DRAFT TYPICAL SECTIONS
03/24/2010
NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY
CROSSINGS REFER TO SHEET 24.
� TRACK
� TRACK
OCS
POLE
1’
OCS
POLE
SAFETY FENCE
SAFETY FENCE
1’
15’-0"
RIGHT
OF
WAY
RIGHT OF
WAY
10’-0"
10’-0"
46’-0"
42’-8"
47’-0"
67’-0"
141’-0"
TCELIMIT
TCELIMIT
(TCE LIMIT)
47’-0"
47’-0"
70’-
6"
� TRACK
� TRACK
1’-0"
1’-0"
2’-
0"
2’-0"
8’-6"
8’-6"
3’-0"
8’-6" 8’-6"
7’-
0"
4’-
0"
DRAINAGE (TYP)
CABLE DUCT
(TYP)
� TRACK
� TRACK
WALKWAY3’-0"
WALKWAY
3’-0"
SAFETY FENCE
SAFETY FENCE
OCS
POLE
1’
OCS
POLE
1’
15’-0"
DRAINAGE (TYP) CABLE DUCT (TYP)
RIGHT OF
WAY
OCS POLE
2:1
�TRACK
SAFETY
FENCE
WALKWAY 3’-0"
6"
8"(TYP)
1’MIN
3’-0"
4’-WIDEDRAINAGE AREA
1’-WIDE
FENCE
FOUNDATION
3’-WIDECABLE DUCT TRENCH
1’-0" 11’-0"
4’-WIDEDRAINAGE AREA
RIGHT
OF
WAY
OCS
POLE
SAFETY
FENCE
5’-0"
ROW
FENCE
2:1
�
TRACK
4’-WIDEDRAINAGE AREA
3’-WIDECABLE DUCT TRENCH
1’-WIDE FENCEFOUNDATION
4’-WIDEDRAINAGE AREA
1’-0"
1’-0"11’-0"
EASEMENT
FOR 3RD
PARTY
UTILITIES
OG/FG
6’-1" 10’-8" 10’-8" 6’-1"
10’-0"10’-8"
6’-1" 10’-8" 10’-8" 6’-1"
10’-0" 10’-8"
118’-10"
CONCEPTUAL SUBJECT TO CHANGE
16 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
0
1"=10’
10 10 20
TRANSITION
DRAFT TYPICAL SECTIONS
03/24/2010
DOUBLE TRACK TRENCH WITH
DOUBLE TRACK TUNNEL
(TNCH-T-1)
DOUBLE TRACK TRENCH WITH
TWO-SINGLE TRACK TUNNELS
(TNCH-T-2)
NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY CROSSINGS REFER TO SHEET 24.
� TRACK
30’-6"
39’-
9 1/
4 "
111’-6"
27’-6"
29’-10"
30’-6"
3’-0"
8’-6" 8’-6"
3’-0"
4’-
0"
27’-6"
29’-10"
30’-6"
3’-0"
8’-6" 8’-6"
3’-0"
4’-
0"
152’-6"
(TCE LIMIT)
30’-6"30’-6"
CABLE DUCT
(TYP)DRAINAGE (TYP)
12’-9"
DRAINAGE (TYP)CABLE
DUCT (TYP)
12’-9"
RIGHT
OF
WAY
FINAL WALL
OCS OCS
47’-0"
42’-8"
46’-0"
1’-0" 1’-0"
2’-
0"
2’-0"
8’-6"
8’-6"
3’-0"
8’-6" 8’-6"7’-
0"
4’-
0"
(TCE LIMIT)
CABLE DUCT
(TYP)
DRAINAGE (TYP)
� HSR
�HSR
67’-0"
141’-0"
47’-0" 47’-0"
3’-0"3’-0" 3’-0" 3’-0"
� CALTRAIN
� CALTRAIN
SAFETY FENCE
SAFETY FENCE
CONTINUOUS
PERMANENT
SHORING WALL
FINAL WALL
CONTINUOUS
PERMANENT
SHORING WALL
3’ MINWALKWAY
(TYP)
OG/FG
12’-9"
DRAINAGE (TYP)CABLE
DUCT (TYP)
12’-9"
RIGHT
OF
WAY
RIGHT
OF
WAY
FINAL WALL
OCS OCS
3’-0"3’-0" 3’-0" 3’-0"
� CALTRAIN
� CALTRAIN
SAFETY FENCE
SAFETY FENCE
CONTINUOUS
PERMANENT
SHORING WALL
FINAL WALL
CONTINUOUS
PERMANENT
SHORING WALL
3’ MINWALKWAY
(TYP)
� HSR
15’-0" 15’-0"
4’-WIDEDRAINAGE
AREA
OG/FG
OG/FG
5’-0"
EASEMENT
FOR 3RD
PARTY
UTILITIES
4’-WIDEDRAINAGE AREA
RIGHT
OF
WAYOG/FG
5’-0"
EASEMENT
FOR 3RD
PARTY
UTILITIES
4’-WIDEDRAINAGE AREA
4’-WIDEDRAINAGE
AREA
OG/FG
10’-0"10’-0"
CONCEPTUAL SUBJECT TO CHANGE
17 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
0
1"=10’
10 10 20
TRANSITION
DRAFT TYPICAL SECTIONS
03/24/2010
TWO DOUBLE TRACK TRENCHES
(TNCH-1)
TWO-SINGLE TRACKS AT GRADE WITH
DOUBLE TRACK TRENCH
(AG-TNCH-1)
NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY CROSSINGS REFER TO SHEET 24.
RIGHT OF
WAY
SAFETY FENCE
OCSOCS
SAFETY FENCE
OCS POLE
RIGHT OF
WAY
2:1
1’-0"
1’-WIDE FENCEFOUNDATION
OCS POLE
2:1
SAFETY FENCE
8"(TYP)
1’MIN
FINAL WALLFINAL WALL
1’-WIDE
FENCE
FOUNDATION
DRAINAGE (TYP)
4’-WIDEDRAINAGE AREA
3’-WIDECABLE DUCT TRENCH
4’-WIDEDRAINAGE AREA
4’-WIDEDRAINAGE AREA
4’-WIDEDRAINAGE AREA
1’-0"
3’-0"3’-0" 3’-0" 3’-0"
6"
AC
�CALTRAIN
� HSR
�HSR
�CALTRAIN
10’-0" 10’-8"
3’ MINWALKWAY
3’-WIDECABLE DUCT TRENCH
CONTINUOUS
PERMANENT
SHORING WALL
CABLE
DUCT (TYP)
12’-9"
3’ MINWALKWAY
(TYP)
CONTINUOUS
PERMANENT
SHORING WALL
12’-9"
4’-0"4’-0" OCS POLE
INSTALL OCS POLES WHEN
ADDITIONAL CLEARANCE IS
REQUIRED
OCS POLE
11’-0" 10’-0"10’-8"
OG/FG
SAFETY FENCE
ROWFENCE
5’-0"
EASEMENT FOR 3RD
PARTY UTILITIES
OG/FG3’ MINWALKWAY(TYP)
1’-0"11’-0"
DRAINAGE (TYP)
CABLE
DUCT (TYP)
FINAL WALL
FINAL WALL
CONTINUOUS
PERMANENT
SHORING WALLCONTINUOUS
PERMANENT
SHORING WALL
FINAL WALLFINAL WALL
DRAINAGE (TYP)CABLE
DUCT (TYP)
3’-0"3’-0" 3’-0"3’-0"3’-0"
3’-0"
3’-0" 3’-0"
� HSR
� CALTRAIN
� CALTRAIN
OCS
12’-9"12’-9"
OCS OCS OCS
12’-9" 12’-9"
SAFETY FENCE
SAFETY FENCE
� HSR
6’-0"
15’-0" 15’-0"
124’-0"
15’-0"
4’-WIDEDRAINAGE
AREA
RIGHT
OF
WAY
OG/FG
OG/FG
5’-0"
EASEMENT
FOR 3RD
PARTY
UTILITIES
4’-WIDEDRAINAGE AREA
RIGHT
OF
WAY
130’-10"
CONCEPTUAL SUBJECT TO CHANGE
18 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
0
1"=10’
10 10 20
TRANSITION
DRAFT TYPICAL SECTIONS
03/24/2010
DOUBLE TRACK STRUCTURE WITH
TWO-SINGLE TRACK TRENCH
(S-TNCH-1)
FOUR TRACK TRENCH
(TNCH-2)
NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY CROSSINGS REFER TO SHEET 24.
3’-0"
� TRACK
� TRACK
OCS POLE
1’
OCS POLE
1’
WALKWAYWALKWAY
3’-0"
28’-
6"
� TRACK
� TRACK
3’-0" 3’-0"
3’-0" 3’-0"
3’-0"3’-0"
CONTINUOUS
PERMANENT
SHORING WALLCONTINUOUS
PERMANENT
SHORING WALL
12’-9" 12’-9" 12’-9" 12’-9"
15’-0"
15’-0"
OCS
FINAL WALL
SAFETY
FENCE
CABLE
DUCT (TYP)
DRAINAGE (TYP)
OCS
FINAL WALL
SAFETY
FENCE
VA
RIE
S
SAFETY FENCE
SAFETY FENCE
4’-WIDEDRAINAGE
AREA
RIGHT
OF
WAY
OG/FG
OG/FG
5’-0"
EASEMENT
FOR 3RD
PARTY
UTILITIES
4’-WIDEDRAINAGE AREA
RIGHT OF
WAY
97’-0"
CONTINUOUS
PERMANENT
SHORING WALL
FINAL WALL
12’-9" 12’-9"
DRAINAGE (TYP)
CABLE
DUCT (TYP)
3’-0"3’-0" 3’-0" 3’-0"
� HSR
� HSR
� CALTRAIN
� CALTRAIN
3’ MINWALKWAY
(TYP)
CONTINUOUS
PERMANENT
SHORING WALL
FINAL WALL
1’
6’
BS
SS
FW
AERIAL
FEEDER
(TYP)
4’
OCS POLE
OCS POLE
INSTALL OCS POLES WHEN
ADDITIONAL CLEARANCE IS
REQUIRED
15’-0" 15’-0" 15’-0"
4’-WIDEDRAINAGE
AREA
RIGHT
OF
WAY
OG/FG
OG/FG
5’-0"
EASEMENT
FOR 3RD
PARTY
UTILITIES
4’-WIDEDRAINAGE AREA
RIGHT
OF
WAY
95’-6"
6’-1"10’-8"10’-8"6’-1"
CONCEPTUAL SUBJECT TO CHANGE
19 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
0
1"=10’
10 10 20
TRANSITION
DRAFT TYPICAL SECTIONS
03/24/2010
DOUBLE TRACK TRENCH WITH
DOUBLE TRACK AT GRADE
(AG-TNCH-2)
DOUBLE TRACK STRUCTURE
DOUBLE TRACK RETAIN FILL
(S-RF-2)
NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY CROSSINGS REFER TO SHEET 24.
WALKWAY3’-0"
WALKWAY
3’-0"
OCS
POLE
1’
OCS
POLE
1’
6’-1"6’-1" 15’-0"
DRAINAGE (TYP)
OCS POLE
1’
OCS POLE
1’
WALKWAYWALKWAY
3’-0" 3’-0"
RIGHT
OF
WAY
15’-0"
5’-0"
RIGHT
OF
WAY
10’-8" 10’-8"
10’-8" 10’-8"
6’-1" 6’-1"
� HSR
� HSR
� CALTRAIN
� CALTRAIN
SOUND WALL(TYP)
SOUND WALL(TYP)
OG/FGOG/FG
RETAINING WALL. HEIGHT TO VARY
1’
1’MIN
OCS
POLE
OCS
POLE
SAFETY
FENCE
ROW
FENCE
5’-0"
1’-WIDE FENCEFOUNDATION
2:1 2:1
1’
8"(TYP)
EASEMENT
FOR 3RD
PARTY
UTILITIES
DRAINAGE (TYP)
FINAL WALL
FINAL WALL
OCSOCS
3’-0"
3’-0"
RIGHT
OF
WAY
OG/FG
RIGHT
OF
WAY
4’-WIDEDRAINAGE AREA
10’-8" 10’-8" 1’-0"
4’-0" 12’-9" 12’-9"
10’-0" 11’’-0"
3’-0" 3’-0"
SAFETY FENCE
SAFETY FENCE
� HSR
� HSR
� CALTRAIN
� CALTRAIN
3’ MINWALKWAY(TYP)
3’-WIDECABLE DUCT TRENCH
4’-WIDEDRAINAGE AREA
4"
AC (T
YP)
4’-WIDEDRAINAGEAREA
CABLE
DUCT (TYP)
3’ MINWALKWAY
(TYP)
CONTINUOUS
PERMANENT
SHORING WALL (TYP)
OG/FG
15’-0"
119’-10"
15’-0"
5’-0"
EASEMENT
FOR 3RD
PARTY
UTILITIES
107’-0"
5’-0"
CONCEPTUAL SUBJECT TO CHANGE
20 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
0
1"=10’
10 10 20
TRANSITION
DRAFT TYPICAL SECTIONS
03/24/2010
DOUBLE TRACK STRUCTURE
WITH DOUBLE TRACK TRENCH
(S-TNCH-2)
DOUBLE TRACK ON RETAINED FILL
WITH DOUBLE TRACK OPEN TRENCH
(RF-TNCH-1)
NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY CROSSINGS REFER TO SHEET 24.
1’
RIGHT OF
WAYRIGHT
OF WAY
OCS POLE
OCS POLE
6’-1" 6’-1"
�CALTRAIN
� CALTRAIN
SOUND WALL
SOUND WALL
OG/FG OG/FG
3’ MINWALKWAY(TYP)
DRAINAGE (TYP)
FINAL WALL
FINAL WALL
OCSOCS
SAFETY FENCE
SAFETY FENCE
3’-0"3’-0" 3’-0" 3’-0"
� HSR
� HSR
3’ MINWALKWAY
(TYP)
CABLE
DUCT (TYP)
12’-9" 15’-0" 12’-9"
22’-9"
10’-8"15’-0"10’-8"
CONTINUOUS
PERMANENT
SHORING WALL
111’-0"
WALKWAY3’-0"
WALKWAY
3’-0"
SAFETY FENCE
SAFETY FENCE
OCS
POLE
1’
OCS
POLE
1’
6’-1"6’-1" 15’-0"
RIGHT
OF
WAY
DRAINAGE (TYP)
10’-8"
1’-0"
�CALTRAIN
� CALTRAIN
DRAINAGE (TYP)
CABLE
DUCT (TYP)
FINAL WALL
FINAL WALL
RIGHT
OF
WAY
3’-0" 3’-0" 3’-0"
OCS OCS
12’-9" 12’-9"
� HSR
� HSR
SAFETY FENCE
RETAINING WALL. HEIGHT TO VARY
OG/FG
10’-8"
OG/FG
5’-0"
EASEMENT
FOR 3RD
PARTY
UTILITIES
4’-WIDEDRAINAGE AREA
4’-WIDEDRAINAGE
AREA
OG/FG
OG/FG
5’-0"
EASEMENT
FOR 3RD
PARTY
UTILITIES
4’-WIDEDRAINAGE AREA
15’-0"
97’-3"
CONCEPTUAL SUBJECT TO CHANGE
21 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
0
1"=10’
10 10 20
TRANSITION
DRAFT TYPICAL SECTIONS
03/24/2010
DOUBLE TRACK STRUCTURE WITH
DOUBLE TRACK AT GRADE
(S-AG-3)
NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY CROSSINGS REFER TO SHEET 24.
OCS POLE
1’
OCS POLE
1’
WALKWAYWALKWAY
3’-0" 3’-0"
1’
1’MIN
4"
8"
8"
OCS
POLE
1’
OCS
POLE
SAFETY
FENCE
ROW
FENCE
4%
5’-0"
SAFETY
FENCE
OG/FG
RIGHT
OF
WAY
RIGHT
OF
WAY
15’-0"
4’-WIDEDRAINAGE AREA
1’-WIDE
FENCE
FOUNDATION
EASEMENT
FOR 3RD
PARTY
UTILITIES
4’-WIDEDRAINAGE AREA
1’-WIDE
FENCE
FOUNDATION
1’-0"15’-0"
10’-8" 10’-8"
10’-8" 10’-8"
6’-1" 6’-1"
11’-0" 11’-0"
� HSR
� HSR
� CALTRAIN
� CALTRAIN
SOUND WALL(TYP)
OG/FG 3’ MINWALKWAY(TYP)
3’-WIDECABLE DUCT TRENCH
3’-WIDECABLE DUCT
TRENCH
4"
AC (T
YP)
OG/FG
106’-10"
5’-0"
CONCEPTUAL SUBJECT TO CHANGE
22 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
0
1"=10’
10 10 20
RETAINED FILL
DRAFT TYPICAL SECTIONS
03/24/2010
FOUR TRACK ELEVATED ON RETAINED FILL
(RF-1)
TWO-SINGLE TRACK ON RETAINED FILL WITH
DOUBLE TRACK ON RETAINED FILL
(RF-2)
NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY CROSSINGS REFER TO SHEET 24.
� TRACK
RIGHT OF
WAY
SAFETY FENCE
5’-0"
OCS
POLE
1’
� TRACK
� TRACK
WALKWAY3’-0"
SAFETY FENCE
SAFETY FENCE
OCS
POLE
1’
OCS
POLE
1’
�
TRACK
RIGHT
OF
WAY
WALKWAY
3’-0"
11’-0"
SAFETY
FENCE
OCS
POLE
1’
11’-0"
15’-0"
WALKWAY
3’-0"
WALKWAY3’-0"
EASEMENT
FOR 3RD
PARTY
UTILITIES
CABLE DUCT
(TYP)
DRAINAGE (TYP)
DRAINAGE (TYP)
DRAINAGE (TYP)
6’-1"
10’-8"10’-8"6’-1" 6’-1"
6’-1"
10’-8"
10’-8"
� TRACK
� TRACK
� TRACK
WALKWAY3’-0"
WALKWAY
3’-0"
RIGHT
OF
WAY
5’-0"
15’-0"15’-0"
�
TRACK
RIGHT
OF
WAY
OG/FG
OCS
POLEOCS
POLE
6’
BS
SS
1’HS
FW
AERIAL
FEEDER
(TYP)
4’
DRAINAGE (TYP)
CABLE DUCT
(TYP)
EASEMENT
FOR 3RD
PARTY
UTILITIES
84’-6"
10’-8" 10’-8"6’-1" 6’-1"15’-0"
SOUND WALL
SOUND WALL
1’-0"
OG/FG
RETAINING WALL. HEIGHT TO VARY
RETAINING WALL. HEIGHT TO VARY
3’-6"SOUND WALL(TYP)
110’-0"
1’-0"
65’-0"
CONCEPTUAL SUBJECT TO CHANGE
23 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
0
1"=10’
10 10 20
RETAINED FILL
DRAFT TYPICAL SECTIONS
03/24/2010
FOUR TRACK ELEVATED ON RETAINED FILL
(RF-3)
NOTES:
1. FOR TYPICAL SECTIONS AT ROADWAY CROSSINGS REFER TO SHEET 24.
WALKWAY3’-0"
WALKWAY
3’-0"
RIGHT
OF
WAY
5’-0"
15’-0"15’-0"
SAFETY FENCE SAFETY
FENCE
OG/FG
OCS
POLEOCS
POLE
DRAINAGE (TYP)
CABLE DUCT
(TYP)
EASEMENT
FOR 3RD
PARTY
UTILITIES
10’-8" 10’-8"6’-1" 6’-1"
OCS POLE
3’-6"SOUND WALL
1’
10’-8"10’-8"
� CALTRAIN
� CALTRAIN
� HSR
� HSR
RIGHT
OF
WAY
RETAINING WALL. HEIGHT TO VARY
OG/FG OG/FG
91’-0"
1’-0"
CONCEPTUAL SUBJECT TO CHANGE
24 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
ROAD OVER RAIL
(CR-1)
ROAD UNDER RAIL
(CR-2)
ROAD AT GRADE
(CR-3)
NOTE:
REFER TO TYPICAL SECTIONS SHEETS FOR THE DIFFERENT AT-GRADE,
BELOW-GRADE AND ELEVATED SECTIONS OPTIONS.
(BELOW-GRADE SECTION)
(ELEVATED SECTION)
NTS
CROSSING
DRAFT TYPICAL SECTIONS
03/24/2010
1102’
8.00%
8.00%
8.00% 8.00%
FW
951’
CONCEPTUAL SUBJECT TO CHANGE
03/24/2010
DRAFT TYPICAL SECTIONS
STATIONS
(STA-2)
CENTER ISLAND PLATFORM
TYPICAL CALTRAIN-ONLY STATION
(STA-1)
OUTBOARD PLATFORM
TYPICAL CALTRAIN-ONLY STATION
NOT TO SCALE
(STA-3)
CENTER ISLAND PLATFORM
TYPICAL CALTRAIN-ONLY STATION
1 OF 9DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
8"
5’-4"
2%
1’MIN
2%
2:1
POLE
OCS
1’
8"
5’-4"
1’MIN
2:1
3’WALKWAY
POLE
OCS
1’
TACTILE
WARNING
TACTILE
WARNING
(TYP)
UNDERDRAIN
PLATFORM
ISLAND
CENTER
CALTRAIN
32’
FENCE
SAFETY
FENCE
� 6’-HIGH
FENCE
� 6’-HIGH
TRACKCALTRAIN
�
TRACKCALTRAIN
�
TRACKHSR �
TRACKHSR �
8"
8"
FENCE
ROW
WAY
OF
RIGHT
4%
UTILITIES
PARTY
FOR 3RD
EASEMENT
5’-0" 1’-0"
DRAINAGE AREA
4’-WIDE
FOUNDATION
FENCE
1’-WIDE
0.5’
FENCE
SAFETY
TRENCH
CABLE DUCT
3’-WIDE
3’WALKWAY
FOUNDATION
FENCE
1’-WIDE
1’-0"
DRAINAGE AREA
4’-WIDE
WAY
OF
RIGHT
15’-6"
123’-4"
8"
2%
(TYP)
UNDERDRAIN
1’MIN
4"
2’
2’
POLEOCS
1’
POLEOCS
1’
8"
TACTILE
WARNING
PLATFORM
OUTBOARD
2%
(TYP)
UNDERDRAIN
TACTILE
WARNING
WAYOF
RIGHT
FENCESAFETY
PLATFORM
OUTBOARD
FENCE
� 6’-HIGH
FENCE
� 6’-HIGH
8"
8"
32’-0"
HSR�
HSR �
CALTRAIN�
CALTRAIN�
10’-8" 2’10’-8" 15’-0" 10’-8" 10’-8" 32’-0"5’-4"
WAYOF
RIGHT
FENCESAFETY
2’PLATFORM
OUTBOARD
5’-4"
136’-4"
8"
2%
1’MIN
2%
1’
8"
1’MIN
1’
32’
2:12:1
4"
1’
8"
8"
5’-4"
POLEOCS
5’-4"
POLEOCS
TACTILE
WARNING
TACTILE
WARNING
(TYP)
UNDERDRAIN
PLATFORM
ISLAND
CENTER
CALTRAIN
POLEOCS
FENCE
� 6’-HIGH
TRACKHSR �
TRACKHSR �
TRACKCALTRAIN
�
TRACKCALTRAIN
�
15’
129’-4"
WAY
OF
RIGHT
FENCE
SAFETY
DRAINAGE AREA
4’-WIDE
TRENCH
CABLE DUCT
3’-WIDE
FOUNDATION
FENCE
1’-WIDE
FENCE
SAFETY
FENCE
ROW
WAY
OF
RIGHT
UTILITIES
PARTY
FOR 3RD
EASEMENT
DRAINAGE AREA
4’-WIDE
TRENCH
CABLE DUCT
3’-WIDE
5’-0"
FOUNDATION
FENCE
1’-WIDE
10’-8" 10’-8" 10’-8" 10’-8"1’-0" 1’-0"11’-0" 11’-0"
(TYP)WALKWAY3’ MIN
4"
AC (T
YP)
10’-8" 10’-8" 10’-8" 10’-8" 15’-6"
CONCEPTUAL SUBJECT TO CHANGE
03/24/2010
DRAFT TYPICAL SECTIONS
STATIONS
(STA-4)
OUTBOARD PLATFORM
TYPICAL CALTRAIN/CAHSR STATION
NOT TO SCALE
(STA-5)
CENTER ISLAND PLATFORM
TYPICAL CALTRAIN/CAHSR STATION
2 OF 9DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
5’-9" 5’-4"
2%
2%
(TYP)
UNDERDRAIN
(TYP)
UNDERDRAIN
1’MIN
2’
2’
POLE
OCS
1’
POLE
OCS
1’
8"
TACTILE
WARNING
TACTILE
WARNING
2%
TACTILE
WARNING
2%
TACTILE
WARNING
2’MIN 2’MIN
5’-9"
8"
5’-4" 32’
PLATFORM
OUTBOARD
CAHSR
PLATFORM
OUTBOARD
CALTRAIN
32’
8"
5’-4"
2%
1’MIN
2%
2:1
POLE
OCS
1’
8"
5’-4"
1’MIN
2:1
POLE
OCS
1’
TACTILE
WARNING TACTILE
WARNING
(TYP)
UNDERDRAIN
2%
TACTILE
WARNING
2%
TACTILE
WARNING
POLE
OCS
1’
32’
30’
5’-9"
PLATFORM
ISLAND
CENTER
CALTRAIN PLATFORM
ISLAND
CENTER
CAHSR
5’-9"
FENCE
SAFETY
WAY
OF
RIGHT WAY
OF
RIGHT
FENCE
SAFETY
FENCE
� 6’-HIGH
FENCE
� 6’-HIGH
FENCE
� 6’-HIGH
PLATFORM
OUTBOARD
CALTRAIN
PLATFORM
OUTBOARD
CAHSR
TRACKHSR �
TRACKHSR �
TRACKCALTRAIN
�
TRACKCALTRAIN
�
TRACKCALTRAIN
�
TRACKCALTRAIN
�
TRACKHSR �
TRACKHSR �
8"
8"
8"
8"
2’MIN
2’MIN
WAY
OF
RIGHT
0.5’
FENCE
SAFETY
DRAINAGE AREA
4’-WIDE
TRENCH
CABLE DUCT
3’-WIDE
FOUNDATION
FENCE
1’-WIDE
1’-0"
0.5’
FENCE
SAFETY
FENCE
ROW
WAY
OF
RIGHT
4%
UTILITIES
PARTY
FOR 3RD
EASEMENT
TRENCH
CABLE DUCT
3’-WIDE
5’-0"
FOUNDATION
FENCE
1’-WIDE
3’WALKWAY
1’-0"
DRAINAGE AREA
4’-WIDE
10’-8"10’-8" 10’-8" 10’-8"
11’-0"
10’-8" 10’-8" 10’-8" 10’-8"
11’-0"
2’2’-0"
196’-10"
157’-10"
32’-0" 32’-0"
CONCEPTUAL SUBJECT TO CHANGE
03/24/2010DRAFT TYPICAL SECTIONS
STATIONS
(STA-7)OUTBOARD PLATFORM
TYPICAL CALTRAIN-ONLY RAISED STATION
(STA-9)OUTBOARD PLATFORM
TYPICAL CALTRAIN-ONLY TUNNEL STATION
(STA-6)CENTER ISLAND PLATFORM
TYPICAL CALTRAIN-ONLY RAISED STATION
(STA-8)CENTER ISLAND PLATFORM
TYPICAL CALTRAIN-ONLY TUNNEL STATION
3 OF 9DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
WAYOF
RIGHT
WAY
OF
RIGHT
3’-0"
TRACK�
FINAL WALL
DUCT (TYP)
CABLE
SHORING WALL
PERMANENT
CONTINUOUS
7’-
0"
TRACK�
TRACK�
TRACK�
OG/FG
UTILITIES
PARTY
FOR 3RD
EASEMENT
5’-0"
DRAINAGE (TYP)
WAYOF
RIGHT
WAYOF
RIGHT
3’-0"
FINAL WALL
DUCT (TYP)
CABLE
SHORING WALL
PERMANENT
CONTINUOUS
7’-
0"
OG/FG
5’-0"
DRAINAGE (TYP)
2%2% 2%2%
32’-0" 5’-4"
TRACK�
TRACK�
1’
POLEOCS �
TRACK�
POLEOCS �
1’
5’-4"
UTILITIES
PARTY
FOR 3RD
EASEMENT
5’-0"
139’-4"
15’-0"
OG/FG
(TYP)DRAINAGE
2%
2’
TACTILE
WARNING
2%
2’
TACTILE
WARNING
PLATFORM
OUTBOARD
CAHSR
32’-0"5’-4"
2%
2’
TACTILE
WARNING
2%
2’
TACTILE
WARNING
PLATFORM
OUTBOARD
CAHSR WAYOF
RIGHT
32’-0"
WAYOF
RIGHT
WALKWAY
DUCT (TYP)
CABLE
FENCESAFETY
5’-4"
2%
TACTILE
WARNING
2%(TYP)
UNDERDRAIN
TACTILE
WARNING
DUCT (TYP)
CABLE
2%
2’
TACTILE
WARNING
2’
TACTILE
WARNING
SHORING WALL
PERMANENT
CONTINUOUS
SHORING WALL
PERMANENT
CONTINUOUS
20’-0" 20’-0"
3’-6"
3’-0"
WALKWAY
FENCESAFETY
3’-6"
3’-0"
WAYOF
RIGHT
TRACK�
TRACK�
TRACK�
TRACK�
UTILITIESPARTY
FOR 3RD EASEMENT
TACTILE
WARNING
TACTILE
WARNING
(TYP)
UNDERDRAIN
TACTILE
WARNING
TACTILE
WARNING
PLATFORM
ISLAND
CENTER
CALTRAIN
123’-8" 121’-2"
1’
POLEOCS �
1’
POLEOCS �
WAYOF
RIGHT
1’
POLEOCS �
15’-0"
(TYP)DRAINAGE
PLATFORM
ISLAND
CENTER
CALTRAIN
5’-4" 32’-0" 5’-4"
(TYP)
CABLE-DUCT
UTILITIES
PARTY
FOR 3RD
EASEMENT
5’-0"
WAYOF
RIGHT
6’-1" 6’-1"10’-8" 10’-8" 10’-8" 10’-8"
112’-6"
HSR�
HSR�
CALTRAIN�
CALTRAIN�
WALLSOUND
WALLSOUND
2% 2%
TACTILE
WARNING
2% 2%
TACTILE
WARNING
TACTILE
WARNING
(TYP)
UNDERDRAIN
8"
OG/FG
10’-8" 10’-8" 10’-8" 10’-8"
TRACK�
12’-9"
WAY
OF
RIGHT
5’-4"12’-9"12’-9"15’-0"12’-9" 3’-0"3’-0"
5’-4"15’-0" 12’-9" 12’-9" 15’-0"3’-0" 3’-0" 3’-0"
3’-0"3’-0"
3’-0"
CONCEPTUAL SUBJECT TO CHANGE
03/24/2010DRAFT TYPICAL SECTIONS
STATIONS
(STA-10)CENTER ISLAND PLATFORM
TYPICAL CALTRAIN-ONLY ELEVATED STATION
4 OF 9DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
WALKWAY
1’ 1’
WALKWAY
WAYOF
RIGHT
3’-0"3’-0"
15’-0"
POLEOCS
1’
POLEOCS
1’
WAYOF
RIGHT
2% 2%
TACTILE
WARNING
2% 2%
TACTILE
WARNING
PLATFORM
ISLAND
CENTER
CALTRAIN
5’-4"32’-0"5’-4"
POLEOCS
POLEOCS
TACTILE
WARNING
(TYP)
UNDERDRAIN
5’-0"
UTILITIESPARTY
FOR 3RD EASEMENT
10’-8" 10’-8" 10’-8" 10’-8"6’-1" 6’-1"1’-6"
HSR�
HSR�
CALTRAIN�
CALTRAIN�
(TYP)SOUND WALL
OG/FG
8"
1’-6"
120’-6"
5’-0"
CONCEPTUAL SUBJECT TO CHANGE
03/24/2010DRAFT TYPICAL SECTIONS
STATIONS
(STA-11)CENTER ISLAND PLATFORM
TYPICAL CALTRAIN-ONLY CUT AND COVER STATION
(STA-13)OUTBOARD PLATFORM
TYPICAL CALTRAIN-ONLY STACKED CUT AND COVER STATION(STA-12)
CENTER ISLAND PLATFORMTYPICAL CALTRAIN-ONLY STACKED CUT AND COVER STATION
5 OF 9DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
TRACK�
FINAL WALL
WAY
OF
RIGHT
DUCT (TYP)
CABLE DRAINAGE (TYP)
25’-
6" (T
YP)
FINAL WALL
5’-4"
DUCT (TYP)
CABLE
2%
2’
TACTILE
WARNING
2’
TACTILE
WARNING
SHORING WALL
PERMANENT
CONTINUOUS
SHORING WALL
PERMANENT
CONTINUOUS
20’-0"
TRACK�
DRAINAGE (TYP)
WAYOF
RIGHT
5’-4"
2%
2’
TACTILE
WARNING
2’
TACTILE
WARNING
20’-0"
3’-0" 3’-0"
OG/FG
SHORING WALL
PERMANENT
CONTINUOUS
SHORING WALL
PERMANENT
CONTINUOUS
FINAL WALLFINAL WALL
DUCT (TYP)
CABLE DRAINAGE (TYP)
25’-
6" (T
YP)
25’-
6" (T
YP)
TRACK�
FINAL WALL
2%
2’2’
SHORING WALL
PERMANENT
CONTINUOUS
32’-0"
TRACK�
7’-
0"
MIN
DRAINAGE (TYP)
3’-0"
TRACK�
5’-4"
DUCT (TYP)
CABLE
2%
2’
TACTILE
WARNING
2’
TACTILE
WARNING
3’-0"
TRACK�
TACTILE
WARNING
TACTILE
WARNING
WAY
OF
RIGHT
25’-
6" (T
YP)
3’-0"
FINAL WALL
5’-4"
2’2’
SHORING WALL
PERMANENT
CONTINUOUS
TRACK�
WAYOF
RIGHT
3’-0"
FINAL WALL
DUCT (TYP)
CABLE
SHORING WALL
PERMANENT
CONTINUOUS
7’-
0"
OG/FG
5’-0"
DRAINAGE (TYP)
2%2% 2%2%
32’-0" 5’-4"
TRACK�
TRACK�
TRACK�
TRACK�
UTILITIESPARTY
FOR 3RD EASEMENT
TACTILE
WARNING
(TYP)
UNDERDRAIN
TACTILE
WARNING
PLATFORM
ISLAND
CENTER
CALTRAIN
FINAL WALL
3’-0"5’-4"
12’-9" 12’-9"12’-9" 12’-9"
3’-0" 3’-0"
3’-0" 3’-0"3’-0"3’-0"
3’-0"3’-0"
77’-8"
12’-9" 12’-9" 12’-9" 12’-9" 12’-9"
12’-9" 12’-9" 12’-9" 12’-9"
12’-9" 12’-9"
WAYOF
RIGHT
5’-0"
UTILITIES
PARTY
FOR 3RD
EASEMENT
25’-
6" (T
YP)
OG/FG
7’-
0"
MIN
5’-0"
UTILITIES
PARTY
FOR 3RD
EASEMENT
FINAL WALL
SHORING WALL
PERMANENT
CONTINUOUS SHORING WALL
PERMANENT
CONTINUOUS
(TYP)WALKWAY
3’ MIN
80’-2"
3’-0"
12’-9"3’-0"
3’-0"
3’-0"
3’-0"
3’-0"
3’-0"
3’-0"
3’-0"
137’-2"
15’-0"
CONCEPTUAL SUBJECT TO CHANGE
03/24/2010DRAFT TYPICAL SECTIONS
STATIONS
(STA-14)CENTER ISLAND PLATFORM WITH HSR TUNNELTYPICAL CALTRAIN-ONLY AT GRADE STATION
6 OF 9DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
10’-0"
47’-0"
42’-8"
46’-0"
1’-0"
1’-0"
2’-
0"
2’-0"
8’-6"
8’-6"3’-0"
8’-6" 8’-6"
7’-
0"
4’-
0"
47’-0"
LIMITTCE
(TCE LIMIT)
WAYOF
RIGHT
WAYOF
RIGHT
1’
8"
POLEOCS
1’
POLEOCS
FENCE
� 6’-HIGH
FENCE
� 6’-HIGH FENCESAFETY
FENCEROW
UTILITIESPARTY
FOR 3RD EASEMENT
5’-0"
FENCESAFETY
FOUNDATION1’-WIDE FENCE
2%
1’MIN
2%
8"
TACTILE
WARNING
(TYP)
UNDERDRAIN
PLATFORM
ISLAND
CENTER
CALTRAIN
(TYP)
CABLE DUCT
FOUNDATION
FENCE
1’-WIDE
(TYP)DRAINAGE
OG/FG
DRAINAGE AREA4’-WIDE
TRENCHCABLE DUCT 3’-WIDE
DRAINAGE AREA4’-WIDE
TRENCHCABLE DUCT 3’-WIDE
VARIES
VARIES
VA
RIE
S
HSR�
HSR�
11’-0" 11’-0"
CALTRAIN�
CALTRAIN�
OG/FG
(TYP)WALKWAY3’ MIN
4"
AC (T
YP)
10’-8" 5’-4" 10’-8"5’-4" 32’-0" 1’-0"
93’-0" MIN
CONCEPTUAL SUBJECT TO CHANGE
03/24/2010DRAFT TYPICAL SECTIONS
STATIONS
(STA-15)CENTER ISLAND PLATFORM WITH HSR CUT AND COVER BOX
TYPICAL CALTRAIN-ONLY AT GRADE STATION
7 OF 9DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
FENCE
� 6’-HIGH
FENCE
� 6’-HIGH
TACTILE
WARNING
PLATFORM
ISLAND
CENTER
CALTRAIN
25’-
6" (T
YP)
12’-9"12’-9"12’-9"12’-9"
POLE
OCS WAY
OF
RIGHT
FENCE
SAFETY
8"
POLE
OCS
FENCE
SAFETY
FENCE
ROW
VARIES
UTILITIES
PARTY
FOR 3RD
EASEMENT
2%
1’MIN
2%
5’-4"5’-4"
WAYOF
RIGHT
DRAINAGE AREA4’-WIDE
FOUNDATION1’-WIDE FENCE
OG/FG
DUCT (TYP)
CABLE
DRAINAGE (TYP)
10’-8" 10’-8"32’-0" 5’-0"11’-0" 11’-0"
(TYP)
UNDERDRAIN
3’-0"3’-0"3’-0"3’-0"
CALTRAIN�
CALTRAIN�
HSR�
HSR�
1’-0"
OG/FG
4"
AC (T
YP)
TRENCHCABLE DUCT 3’-WIDE
TRENCHCABLE DUCT
3’-WIDE
(TYP)WALKWAY
3’ MIN
8"
FINAL WALL
SHORING WALL (TYP)
PERMANENT
CONTINUOUS
FOUNDATION
FENCE
1’-WIDE
DRAINAGE AREA4’-WIDE
(TYP)WALKWAY3’ MIN
3’-0"
66’-0"
1’-0"
93’-0"
CONCEPTUAL SUBJECT TO CHANGE
CONCEPTUAL SUBJECT TO CHANGE
03/24/2010DRAFT TYPICAL SECTIONS
STATIONS
9 OF 9DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
(ELEVATED)HST SAN JOSE DIRIDON STATION
(STA-17)WITH CALTRAIN 9-TRACK AT GRADE STATION
TYPICAL HSR 4-TRACK RAISED STRUCTURE OUTBOARD STATION
1’
POLEOCS �
POLEOCS �
1’
15’-0"
(TYP)DRAINAGE
2’
TACTILE
WARNING
2’
TACTILE
WARNING
2’
TACTILE
WARNING
2’
TACTILE
WARNING
DUCT (TYP)
CABLE
CALTRAIN�
CALTRAIN�
CALTRAIN�
CALTRAIN�
HSR�
HSR�
HSR�
10’-8" 10’-8"10’-8"10’-8"
HSR PLATFORM LEVEL
HSR�
OG/FG
CALTRAINEXISTING
�
CALTRAINEXISTING
�
CALTRAINEXISTING
�
CALTRAINEXISTING
�
CALTRAINEXISTING
�
EXISTING PLATFORM EXISTING PLATFORM EXISTING PLATFORM (BY OTHERS)
ISLAND PLATFORM
CALTRAIN CENTER
PROPOSED
(BY OTHERS)
ISLAND PLATFORM
CALTRAIN CENTER
PROPOSED
MEZZANINE LEVEL
5’-9" 5’-9"
UNDER CONSTRUCTION
CONCEPTUAL SUBJECT TO CHANGE
24 OF 24DATE
CALIFORNIA HIGH-SPEED TRAIN PROJECT
DRAWING NO.
SCALE
SHEET NO.
DATE CHK APPBYREV DESCRIPTION
DRAWN BY
DESIGNED BY
CHECKED BY
IN CHARGE
$U
SE
R$
$D
AT
E$
$TI
ME$
$FIL
E$
CONTRACT NO.
(CR-1)
ROAD OVER RAIL
(CR-2)
ROAD UNDER RAIL
(CR-3)
ROAD AT GRADE
BELOW-GRADE AND ELEVATED SECTIONS OPTIONS.
REFER TO TYPICAL SECTIONS SHEETS FOR THE DIFFERENT AT-GRADE,
NOTE:
(BELOW-GRADE SECTION)
(ELEVATED SECTION)
NTS03/24/2010
DRAFT TYPICAL SECTIONS
CROSSING
1102’
8.00%
8.00%
8.00% 8.00%
FW
951’
CONCEPTUAL SUBJECT TO CHANGE
CONCEPTUAL SUBJECT TO CHANGE
CONCEPTUAL SUBJECT TO CHANGE
CONCEPTUAL SUBJECT TO CHANGE
CONCEPTUAL SUBJECT TO CHANGE