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Appendix C. Typical Cross Sections

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Page 1: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

Appendix C. Typical Cross Sections

Page 2: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL
Page 3: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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.

Page 4: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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"

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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

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Page 5: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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

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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

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Page 6: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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

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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

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Page 7: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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

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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"

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Page 8: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

CONCEPTUAL SUBJECT TO CHANGE

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$FIL

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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"

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Page 9: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

CONCEPTUAL SUBJECT TO CHANGE

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$TI

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$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"

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Page 10: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

CONCEPTUAL SUBJECT TO CHANGE

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$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

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Page 11: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

CONCEPTUAL SUBJECT TO CHANGE

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$FIL

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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

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Page 12: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

CONCEPTUAL SUBJECT TO CHANGE

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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

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Page 13: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

CONCEPTUAL SUBJECT TO CHANGE

7 OF 24DATE

CALIFORNIA HIGH-SPEED TRAIN PROJECT

DRAWING NO.

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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"

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Page 14: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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"

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Page 15: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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"

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Page 16: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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"

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Page 17: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

CONCEPTUAL SUBJECT TO CHANGE

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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"

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Page 18: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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"

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Page 19: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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

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Page 20: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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"

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Page 21: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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"

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Page 22: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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"

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Page 23: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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"

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Page 24: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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"

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Page 25: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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"

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Page 26: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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"

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Page 27: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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"

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Page 28: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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"

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Page 29: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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"

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Page 30: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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’

Page 31: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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"

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Page 32: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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"

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Page 33: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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"

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Page 34: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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"

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Page 35: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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"

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Page 36: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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

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Page 37: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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"

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CONCEPTUAL SUBJECT TO CHANGE

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Page 39: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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

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Page 40: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

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’

Page 41: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

CONCEPTUAL SUBJECT TO CHANGE

Page 42: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

CONCEPTUAL SUBJECT TO CHANGE

Page 43: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

CONCEPTUAL SUBJECT TO CHANGE

Page 44: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

CONCEPTUAL SUBJECT TO CHANGE

Page 45: Appendix C Typical Cross Sections text - State of … C. Typical Cross Sections . SAN FRANCISCO TO SAN JOSE SECTION CALIFORNIA HIGH-SPEED TRAIN PROJECT EIR/EIS APPENDIX C –TYPICAL

CONCEPTUAL SUBJECT TO CHANGE