California High-Speed Rail Authority

Fresno to Bakersfield Section

Draft Supplemental 

Environmental Impact Report / Environmental Impact Statement

Volume III:

HSR Elevated Structures Plans

March 2017
DRAWING NO. REV NO. DRAWING DESCRIPTION DRAWING NO. REV NO. DRAWING DESCRIPTION

HSR13-44

ST-B0001

AS SHOWN

 

 

 

 

 

FRESNO TO BAKERSFIELD

INDEX OF DRAWINGS

STRUCTURES PLANS

LOCALLY GENERATED ALTERNATIVE

N. METWASHLA

D. WILEY

S. DULOR

S. DULOR

ST-K7004

ST-K7003

ST-K7002

ST-K7001

ST-K1014

ST-K1013

ST-K1012

ST-K1011

ST-K1010

ST-K1009

ST-K1008

ST-K1007

ST-K1006

ST-K1005

ST-K1004

ST-K1003

ST-K1002

ST-K1001

ST-J1054

ST-J1053

ST-J1052

ST-J1051

ST-J1050

ST-J1049

ST-J1048

ST-J1047

ST-J1046

ST-J1045

ST-J1044

ST-J1043

ST-J1042

ST-J1041

ST-J1040

ST-J1039

ST-J1038

ST-J1037

ST-J1036

ST-J1035

ST-J1034

ST-J1033

ST-J1032

ST-J1031

ST-J1030

ST-J1029

ST-J1028

ST-J1027

ST-J1026

ST-J1025

ST-J1024

ST-J1023

ST-J1022

ST-J1021

ST-J1020

ST-J1019

ST-J1018

ST-J1017

ST-J1016

ST-J1015

ST-J1014

ST-J1013

ST-J1012

ST-J1011

ST-J1010

ST-J1009

ST-J1008

ST-J1007

ST-J1006

ST-J1005

ST-J1004

ST-J1003

ST-J1002

ST-J1001

ST-B0014

ST-B0013

ST-B0012

ST-B0011

ST-B0010

ST-B0009

ST-B0008

ST-B0007

ST-B0006

ST-B0005

ST-B0004

ST-B0003

ST-B0002

ST-B0001

E LERDO HIGHWAY BNSF UNDERPASS 

CENTRAL AVENUE BNSF UNDERPASS

SHAFTER AVENUE BNSF UNDERPASS

FRESNO AVENUE BNSF UNDERPASS

LERDO CANAL HST BRIDGE PLAN AND ELEVATION

VERDUGO LANE HST UNDERPASS PLAN AND ELEVATION

FRIANT KERN CANAL HST BRIDGE PLAN AND ELEVATION

ZERKER ROAD HST UNDERPASS PLAN AND ELEVATION

CALLOWAY CANAL HST BRIDGE PLAN AND ELEVATION

ZACHARY AVENUE HST UNDERPASS PLAN AND ELEVATION

DRIVER ROAD HST UNDERPASS PLAN AND ELEVATION

CHERRY AVENUE HST UNDERPASS PLAN AND ELEVATION

RIVERSIDE STREET HST UNDERPASS PLAN AND ELEVATION

RR INDUSTRY HST UNDERPASS PLAN AND ELEVATION

EAST LERDO HIGHWAY HST UNDERPASS PLAN AND ELEVATION

CENTRAL AVENUE HST UNDERPASS PLAN AND ELEVATION

SHAFTER AVENUE HST UNDERPASS PLAN AND ELEVATION

FRESNO AVENUE HST UNDERPASS PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 7092+00 TO 7102+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 7082+00 TO 7092+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 7072+00 TO 7082+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 7062+00 TO 7072+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 7052+00 TO 7062+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 7042+00 TO 7052+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 7032+00 TO 7042+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 7022+00 TO 7032+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 7012+00 TO 7022+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 7002+00 TO 7012+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6992+00 TO 7002+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6982+00 TO 6992+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6972+00 TO 6982+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6962+00 TO 6972+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6952+00 TO 6962+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6942+00 TO 6952+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6932+00 TO 6942+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6922+00 TO 6932+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6912+00 TO 6922+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6902+00 TO 6912+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6892+00 TO 6902+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6882+00 TO 6892+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6872+00 TO 6882+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6862+00 TO 6872+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6852+00 TO 6862+00 PLAN AND ELEVATION

10/28/16

BAKERSFIELD HST VIADUCT STATION 6842+00 TO 6852+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6832+00 TO 6842+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6822+00 TO 6832+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6812+00 TO 6822+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6802+00 TO 6812+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6792+00 TO 6802+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6782+00 TO 6792+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6772+00 TO 6782+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6762+00 TO 6772+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6752+00 TO 6762+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6742+00 TO 6752+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6732+00 TO 6742+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6722+00 TO 6732+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6712+00 TO 6722+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6702+00 TO 6712+00 PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT STATION 6692+00 TO 6702+00 PLAN AND ELEVATION

COFFEE RD VIADUCT HST STATION 6662+00 TO 6674+00 PLAN AND ELEVATION

COFFEE RD VIADUCT HST STATION 6652+00 TO 6662+00 PLAN AND ELEVATION

COFFEE RD VIADUCT HST STATION 6642+00 TO 6652+00 PLAN AND ELEVATION

COFFEE RD VIADUCT HST STATION 6632+00 TO 6642+00 PLAN AND ELEVATION

COFFEE RD VIADUCT HST STATION 6622+00 TO 6632+00 PLAN AND ELEVATION

COFFEE RD VIADUCT HST STATION 6612+00 TO 6622+00 PLAN AND ELEVATION

COFFEE RD VIADUCT HST STATION 6602+00 TO 6612+00 PLAN AND ELEVATION

COFFEE RD VIADUCT HST STATION 6592+00 TO 6602+00 PLAN AND ELEVATION

COFFEE RD VIADUCT HST STATION 6582+00 TO 6592+00 PLAN AND ELEVATION

COFFEE RD VIADUCT HST STATION 6572+00 TO 6582+00 PLAN AND ELEVATION

COFFEE RD VIADUCT HST STATION 6562+00 TO 6572+00 PLAN AND ELEVATION

COFFEE RD VIADUCT HST STATION 6552+00 TO 6562+00 PLAN AND ELEVATION

COFFEE RD VIADUCT HST STATION 6542+00 TO 6552+00 PLAN AND ELEVATION

TYPICAL SECTION SHEET 9 OF 9

TYPICAL SECTION SHEET 8 OF 9

TYPICAL SECTION SHEET 7 OF 9

TYPICAL SECTION SHEET 6 OF 9

TYPICAL SECTION SHEET 5 OF 9

TYPICAL SECTION SHEET 4 OF 9

TYPICAL SECTION SHEET 3 OF 9

TYPICAL SECTION SHEET 2 OF 9

TYPICAL SECTION SHEET 1 OF 9

KEY MAP SHEET 3 OF 3

KEY MAP SHEET 2 OF 3

KEY MAP SHEET 1 OF 3

GENERAL NOTES AND LEGEND

INDEX TO STRUCTURES DRAWINGS

STRUCTURES COVER SHEET

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-B0001.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 10:04:31 AM 11/2/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET
HSR13-44

ST-B0002AS SHOWN

FRESNO TO BAKERSFIELD

GENERAL NOTES

8.7.6.5.4.3.2.1.

LOCALLY GENERATED ALTERNATIVE

GENERAL NOTES AND LEGEND

OTHERWISE NOTED.FIXED-ROLLER AT OPPOSING SPAN ENDS UNLESS BEARINGS ARTICULATION FOR SIMPLE SPANS ARE PILE LENGTHS TO BE DETERMINED.NOT ALL PILES ARE SHOWN.INFORMATION.REFER TO TRACK ALIGNMENT DRAWINGS FOR LAYOUT UNLESS OTHERWISE SHOWN.ALL COLUMNS ARE NORMAL TO THE STATION LINE GRADE ELEVATIONS SHOWN ARE AT TOP OF RAIL.SHEETS, SEE TYPICAL SECTION SHEETS.FOR DETAILS NOT NOTED ON PLAN AN ELEVATION RELOCATED. UTILITIES IN CONFLICT WITH FOUNDATION WILL BE FOR UTILITIES, SEE UTILITIES PLAN. IN GENERAL 

WALL

F FILL

EASEMENT

RIGHT OF WAY

 DIRECTION OF 

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
E

TULARE

AVE

CENTRAL VALLEY HWY (SR-43)

S

T

-

K

1

003

TO FRESNO

TO BAKERSFIELD

R • 

GOLDEN STATE HWY (SR-99)

BURBANK ST

ST

-

K

1

009

S

T

-

K

10

1

3

STK1014

SB HSR • 

NGE AVE

VERDUGO

LN

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

ST-B0003

KEY MAP

SHEET 1 OF 3

S CENTRAL VALLEY HWY

BEECH

AVE

(SR-43)

LOCALLY GENERATED ALTERNATIVE

S

T

-

K

1

004

S

T

-

K10

0

5

S

T

-

K

1

008

S

T

-

K10012

5960+00 5970+00 5980+00 5990+00 6000+00 6010+00 6020+00 6030+00 6040+00 6050+00 6060+00

T

S 6017

+

1

1

.94

S

C

6042

+11

.94

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

0

6150+00

6160+00 6170+00 6180+00 6190+00 6200+00 6210+00

6220+00

6230+00

6240+00

6250+00

6260+00

6270+00

6280+00

6290+00

6300+00

CS

6234

+40

.03

ST

625

9

+40

.03

6390+00

6400+00 6410+00 6420+00 6430+00 6440+00 6450+00

6460+00

6470+00

6480+00

6490+00

6500+00

6510+00

6520+00

6530+00

6540+00

CS

6531+02

.49

E

LERDO

HWY MANNEL

AVE

C

E

N

T

R

A

L

A

V

E

E

LOS

ANGELES

AVE

S

BEECH

AVE

MENDOTA

ST

DRIVER

ROAD

ZACHARY

AVE

FRIANT-KERN CANAL

LERDO

CANAL

SEE

BELOW

LEFT

MATCH

LINE

S

E

E

BEL

O

W

L

E

F

T

M

A

T

C

H

L

IN

E
6540+00 6550+00 6560+00 6570+00 6580+00 6590+00 6600+00 6610+00 6620+00 6630+00 6640+00 6650+00 6660+00 6670+00 6680+00 6690+00

CS 6531+02.49

ST 6556+02.49

TS 6633+57.55

SC 6647+07.55

CS 6683+23.50

ST 6696+73.50

6690+00 6700+00 6710+00 6720+00 6730+00 6740+00 6750+00 6760+00 6770+00 6780+00 6790+00 6800+00 6810+00 6820+00 6830+00

S

6840+00

T 6696+73.50

TS 6717+45.12

SC 6733+45.12

CS 6770+85.57

ST 6786+85.57

AS SHOWN

SHEET 2 OF 3

FRESNO TO BAKERSFIELD

HSR13-44

ST-B0004

KEY MAP

 

 

 

 

 

7TH

STANDARD

RD

OLIVE

DR

GOLDEN STATE HWY (SR-99)

TO FRESNO

TO BAKERSFIELD

ST-J1001

ST-J1002

ST-J1003

ST-J1004

ST-J1005

ST-J1006

ST-J1007

SB HSR • 

ST-J1014

ST-J1015

ST-J1016

ST-J1017

ST-J1018

ST-J1019

ST-J1020

ST-J1021

ST-J

10

22

ST-J

1023

ST-J

10

24

ST-J1025

ST-J

1026

ST-J

102

7

ST-J10

28

GOLDEN STATE HWY

AIRPORT

DR

SEE SHEET ST-B

0

0

05

MATC

H

L

INE

ROBERTS LN

NORRIS

RD

CROSS

VALLEY

CANAL

SB HSR • 

SACO RD

GOLDEN STATE HWY (SR-99)

CITY

HWY

(SR-65)

ALL

AMERICA

PETROL

RD

QUINN

RD

COLOMBO

ST

SEE

ABOV

E

R

IGH

T

MAT

C

H

L

INE

SEE

B

EL

OW LEFT

MAT

C

H

L

INE

LOCALLY GENERATED ALTERNATIVE

D. WILEY

S. DULOR

GOLDEN STATE HWY (SR-99)

GOLDEN STATE AVE (SR99B OR SR-204)

N. METWASHLA

S. DULOR

ST-J1008

ST-J1009

ST-J1010

ST-J1011

ST-J101

2

ST-J1013

10/28/16

COFFEE RD HST VIADUCT

BAKERSFIELD HST VIADUCT

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-B0004.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 10:06:57 AM 11/2/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

BEARDSLEY CANAL

BEARDSLEY CANAL

CALLOWAY

CANAL

B

IKE

T

RA

IL

PAR

KWAY

KERN

R

IVER
AS SHOWN

SHEET 3 OF 3

FRESNO TO BAKERSFIELD

HSR13-44

ST-B0005

KEY MAP

 

 

 

 

 

S

T-J1029

S

T-J

10

30

S

T-J

10

31

S

T-J

103

2

ST-J

1033

ST-J1034

ST-J1035

ST-J1036

ST-J1037

ST-J

1038

S

T-J

1039

ST-J

1040

ST-J1041

ST-J1042ST-J1043

ST-J1044

ST-J1045

ST-J1046

ST-J1047

ST-J1048

ST-J1049

ST-J1050

ST-J1051

ST-J1052

ST-J1053

ST-J1054

SB HSR • 

SB HSR • 

S

EE

S

HEET

S

T-B

0004

MATCH

LINE

TO FRESNO

TO BAKERSFIELD

SR-178

BE

ALE AV

E

UNION

DR

MT

VERNON

AVE

OSWELL

ST

30TH ST

KENTUCKY ST

BAKER

ST

KENTUCKY ST

34TH ST

EAST SIDE CANAL

HA

L

W

Y ST

E TRUXTUN AVE

E CALIFORNIA AVE

CENTER ST

BARLOW

ST

EDISON HWY

LAKE ST

O

W

E

NS ST

W

ILL

IA

MS ST

SE

E

ABO

V

E

RIGH

T

M

A

T

C

H

LIN

E

SEE

BELOW

LEFT

MATCH

LINE

LOCALLY GENERATED ALTERNATIVE

D. WILEY

S. DULOR

GOLDEN STATE AVE (SR99B OR SR-204)

N. METWASHLA

S. DULOR

10/28/16

BAKERSFIELD HST VIADUCT

BAKERSFIELD HST VIADUCT

6840+00 6850+00 6860+00 6870+00 6880+00 6890+00 6900+00 6910+00 6920+00 6930+00 6940+00 6950+00

6960+00

6970

T

+00

S 6878+07.18

SC 6898+07.18

CS 6955+67.06

6970+00 6980+00 6990+00 7000+00 7010+00 7020+00 7030+00 7040+00 7050+00 7060+00 7070+00 7080+00 7090+00 7100+00 7110+00

ST 6975+67.06

TS 7013+88.96

SC 7025+38.96

CS 7037+24.12

ST 7048+74.12

TS 7060+55.43

SC 7072+05.43

CS 7083+87.57

ST 7095+37.57

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-B0005.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 10:09:23 AM 11/2/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

STINE

CANAL

CHESTER

AVE

F

ST

Q

ST

JEWETT

AVE
SCALE: 1•"=1'-0"

APPROX OG

SECTION A

SEE TABLE FOR SIZE

OCTAGONAL CONCRETE COLUMN,

SCALE: 1•"=1'-0"

APPROX OG

SECTION B

COLUMN SIZE

SIZE

0-29' 8'

30-40' 10'

40-65' 12'

15'

• BRIDGE

• BRIDGE

TOR=PG

TOR=PG

AS-SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

ST-B0006

 

 

 

 

 

WALKWAY, TYP

3-0" MIN

6'-1" 10'-8" 8'-3" 8'-3" 10'-8" 6'-1"

6'-1" 10'-8" 8'-3" 8'-3" 10'-8" 6'-1"

2% 2%

50'-0"

MAINTENANCE

15'-0"

EASEMENT (TYP)

ACCESS 

WALKWAY, TYP

3-0" MIN

15'-0"

2% 2%

TYPICAL SECTION

SHEET 1 OF 9

NOTE:

MAINTENANCE

15'-0" 15'-0"

EDGE OF DECK

EDGE OF DECK

EDGE OF DECK

OF DECK

EDGE

(TYP)

PARAPET

(TYP)

PARAPET

(TYP)

TROUGH

CABLE

(TYP)

TROUGH

CABLE

(TYP)

DRAINAGE

TOF TO SOFFIT

65-70'

"D"

STRUCTURE DEPTH

LOCATION

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

LOCALLY GENERATED ALTERNATIVE

N. METWASHLA

D. WILEY

S. DULOR

S. DULOR

3'-0" PIER WALL

PC GIRDER (TYP)

12'-0"

TOF

2'-11" SEE NOTE 1

NB HSR • 

FB LGA 

SB HSR • 

FB LGA 

H

EIGH

T VA

RIES "D"

TO BE DETERMINED

PILE DIA AND LENGTH 

LARGE DIAMETER CIDH 

CIDH PILES OR SINGLE 

PILE CAP WITH 6'-6" DIA 

NB HSR • 

FB LGA 

SB HSR • 

FB LGA 

2%

(TYP)

DRAINAGE

2%

2'-11" SEE NOTE 1

H

EIGH

T VA

RIES "H"

DIA AND LENGTH TO BE DETERMINED

PILE CAP WITH 3'-0" DIA CIDH PILES 

BALLASTED TRACK CONFIGURATION.

EITHER DIRECT FIXATION OR 

HOWEVER 2'-11" ACCOUNTS FOR 

1. DIRECT FIXATION TRACK IS SHOWN, 

"H"

STRUCTURE DEPTH

LOCATION

5'-0"

5'-0"

5'-0"

FRESNO AVE HST UP

CENTRAL AVE HST UP

E LERDO HWY HST UP

INDUSTRY SPUR HST UP

RIVERSIDE ST HST UP

CHERRY AVE HST UP

BAKERSFIELD HST VIADUCT

DRIVER RD HST UP

ZACHARY RD HST UP

ZERKER RD HST UP

STATION 6370+55 TO 6371+75

STATION 6264+77 TO 6265+97

STATION 6211+53 TO 6212+73

AND VARIES

 12'-0" 

BOX GIRDER

P/S CONCRETE 

50'-0" & VARIES

SHAFTER AVE HST UP 12'-0"

EASEMENT (TYP)

ACCESS 

AND VARIES

 10'-0" 

columns

* Use pile cap with 15' dia 

10/28/16

STATION 6746+70 TO 6766+25

STATION 6726+40 TO 6740+50

STATION 6712+70 TO 6713+50

STATION 6700+60 TO 6707+30

STATION 6545+00 TO 6673+25

STATION 6425+89 TO 6427+09

STATION 6421+39 TO 6422+59

STATION 6096+42 TO 6098+12

STATION 6074+55 TO 6078+15

STATION 6009+51 TO 6012+01

STATION 5992+48 TO 5996+82

STATION 5975+89 TO 5977+07

STATION 5953+57 TO 5954+75

STATION 5919+82 TO 5922+02

STATION 7070+90 TO 7101+00

STATION 7020+80 TO 7063+90

STATION 7002+15 TO 7018+30

STATION 6979+00 TO 6994+40

STATION 6969+40 TO 6977+20

STATION 6954+50 TO 6967+35

STATION 6951+25 TO 6953+35

STATION 6940+90 TO 6944+80

STATION 6918+40 TO 6935+50

STATION 6884+75 TO 6914+50

STATION 6801+40 TO 6823+75

STATION 6798+00 TO 6801+30

STATION 6784+40 TO 6792+80

STATION 6770+00 TO 6780+00

COFFEE RD HST VIADUCT

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-B0006.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 11:04:39 AM 10/24/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET
• BRIDGE

SCALE: 1•"=1'-0"

APPROX OG

SECTION C

TOR=PG

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

ST-B0007

 

 

 

 

 

50'-0"

10'-8" 8'-3" 8'-3" 10'-8"

PARAPET

2% 2%

WALKWAY, TYP

3-0" MIN

TROUGH, TYP

CABLE 

DRAINAGE, TYP

EDGE OF DECK EDGE OF DECK

N. METWASHLA

D. WILEY

S. DULOR

S. DULOR

LOCALLY GENERATED ALTERNATIVE

NB HSR • 

FB LGA 

SB HSR • 

FB LGA 

H

EIGH

T VA

RIES

12'-0" MIN

VA

RIES

2'-11"

TOF

TYPICAL SECTION

SHEET 2 OF 9

SEE NOTE 1

BOX GIRDER

P/S CONCRETE 

FOR SIZE

COLUMNS, SEE TABLE

OCTAGONAL CONCRETE

BE DETERMINED

DIA AND LENGTH TO

LARGE DIA CIDH PILE

NOTE:

1.

ST-B0012

FOR VARIABLE DEPTH SEE SHEET 

COLUMN SIZE

SIZE

0-29' 8'

30-40' 10'

12'

15'

TOF TO SOFFIT

WALKWAY, TYP

3-0" MIN

TROUGH, TYP

CABLE 

EDGE OF DECK

46'-3"

• BRIDGE

TOR=PG

2%

EDGE OF DECK

BOX GIRDER

P/S CONCRETE 

PARAPET

FOR SIZE

COLUMNS, SEE TABLE

OCTAGONAL CONCRETE

APPROX OG

SCALE: 1•"=1'-0"

SECTION A2

LENGTH TO BE DETERMINED

PILE. DIAMETER AND 

LARGE DIAMETER CIDH

CIDH PILES OR SINGLE

PILE CAP WITH 6'-6" DIA

2%

1'-0" 22'-0" 6'-6" 10'-8" 6'-1"

2'-11"

9'-0" H

EIGH

T

YL 920+50 TO YL 923+60

DEPENDING ON SPAN LENGTH

12'-0" MIN AND VARIES 

40-65'

65-70'

columns

* Use pile cap with 15' dia 

STATION 7068+20 TO 7070+90

STATION 7018+30 TO 7020+80

STATION 7000+80 TO 7002+15

STATION 6977+20 TO 6979+00

STATION 6967+35 TO 6969+40

STATION 6953+35 TO 6954+50

STATION 6940+90

10/28/16

STATION 6935+50

STATION 6801+30

STATION 6798+00

STATION 6780+00 TO 6784+40

STATION 6425+90 TO 6427+10

STATION 6421+40 TO 6422+60

 ROAD

 ACCESS

124' MAX & VARIES

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-B0007.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 7:44:51 AM 11/7/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET
SCALE: 1•"=1'-0"

80'-3" 37'-6"

FB LGA SB STATION TRACK • 

TRACK • STATION FB LGA NB 

SECTION D

COLUMN SIZE

SIZE

0-29' 8'

30-40' 10'

12'

15'

TOR=PG PG

STATION TOR=

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

ST-B0008

TROUGH (TYP)CABLE 

2%

,

EDGE OF DECK

2% 2% 2%

TOF TO SOFFIT

LOCALLY GENERATED ALTERNATIVE

TORAGE TRACK • 

B LGA NB 

NB HSR • FB LGA 

SB HSR • FB LGA 

TOF

2'-11"

TYPICAL SECTION

SHEET 3 OF 9

HEIGHT VARIES

12'-0"MIN

VARIES

LENGTH TO BE DETERMINED

LARGE DIAMETER CIDH PILE DIA AND 

PILE CAP WITH 6'-6" CIDH PILES OR 

SEE NOTE1

NOTE:

1.

ST-B0012

FOR VARIABLE DEPTH SEE SHEET 

BOX GIRDERP/S CONCRETE 

40-65'

65-70'

columns

* Use pile cap with 15' dia 

TO 16'-9"VARIES 12'-6"

RIES 0' TO 47'-0" VARIES 0' TO 25'-0" 16'-6" VARIES 0' TO 25'-0"

STATION 6863+00 TO 6872+65 *STATION 6825+00 TO 6845+30

 SIDE FOR THIS STATION RANGE

* NOTE: STORAGE TRACK ON SB

117'-9" AND VARIES

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
SCALE: 1•"=1'-0"

50'-9" 34'-3"

85'-0"

OX OG

SECTION E

STATION •FB LGA SB 

 •

NB 

TOR=PG PG

STATION TOR=

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

ST-B0009

COLUMN SIZE

SIZE

0-29' 8'

30-40' 10'

12'

15'

2% 2%

-3" 12'-6" 12'-6" 16'-6" 12'-6" 12'-6" 9'-3"

MIN 2'-0"

TYP

5'-9"

20'-0" MIN

120'-0" MIN

OPEN ZONE COVERED ZONE

5'-9"

STATION 6848+90 TO 6863+00

LENGTH TO BE DETERMINED

PILE CAP WITH 6'-6" CIDH PILES TYP, 

TYPDRAINAGE

TOF TO SOFFIT

LOCALLY GENERATED ALTERNATIVE

TOF

TABLE FOR SIZECOLUMNS, SEE CONCRETE OCTAGONAL 

NB HSR •FB LGA 

SB HSR •FB LGA 

DECKEDGE OF

TYPICAL SECTION

SHEET 4 OF 9

HEIGHT VARIES

12'-0"MIN

VARIES2'-11"

SEE NOTE1

NOTE:

1.

ST-B0012

FOR VARIABLE DEPTH SEE SHEET 

BOX GIRDERP/S CONCRETE 

65-70'

40-65'

columns

* Use pile cap with 15' dia 

20'-0" MIN

*

*

SEE STATION PLANS FOR DETAILS20'-0" MIN AND VARIES 

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
SCALE: 1•"=1'-0"

58'-3" 37'-6"

95'-9"

TRACK • STATION FB LGA SB 

 • 

N

A NB 

SECTION F

TOR=PG

PGSTATION TOR=

ST-B0010

FRESNO TO BAKERSFIELD

HSR13-44

AS SHOWN

COLUMN SIZE

SIZE

0-29' 8'

30-40' 10'

12'

15'

TROUGH (TYP)CABLE 

2% 2%

EDGE OF DECK

(TYP)DRAINAGE

PARAPET (TYP)

TOF TO SOFFIT

LOCALLY GENERATED ALTERNATIVE

NB HSR • FB LGA 

SB HSR • FB LGA 

SHEET 5 OF 9

TYPICAL SECTION

HEIGHT VARIES

12'-0"MIN

VARIES2'-11"

E FOR SIZE

L CONCRETE 

25'-0" 16'-6" 25'-0" 12'-6"

AND LENGTH TO BE DETERMINED

LARGE DIAMETER CIDH PILES TYP, DIA 

STATION 6845+30 TO 6848+90

BOX GIRDERP/S CONCRETE 

SEE NOTE1

NOTE:

1.

ST-B0012

FOR VARIABLE DEPTH SEE SHEET 

columns

* Use pile cap with 15' dia 

65-70'

40-65'

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
• BRIDGE

TOR=PG

SCALE: 1•"=1'-0"

SECTION G

COLUMN SIZE

SIZE

0-29' 8'

30-40' 10'

12'

15'

FRESNO TO BAKERSFIELD

10'-8" 8'-3" 8'-3" 10'-8" 6'-1"

50'-0"

2% 2%

WALKWAY, TYP3-0" MIN

TROUGH (TYP)CABLE 

NOTE:

DIA AND LENGTH TO BE DETERMINEDLARGE DIAMETER CIDH PILE, TYP PILE CAP WITH 6'-6" CIDH PILES OR SINGLE 

EDGE OF DECK

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

ST-B0011

(TYP)DRAINAGE

AN

ION 

AT SUPPORT

1/2 SECTION 

TOF TO SOFFIT

LOCALLY GENERATED ALTERNATIVE

B HSR • 

B LGA 

SB HSR • FB LGA 

H AT SUPPORT

DEPENDING ON 

HEIGHT VARIES

12'-0"MIN

VARIES

FOR SIZESEE TABLE COLUMN,CONCRETE OCTAGONAL 

TOF

2'-11"

SHEET 6 OF 9

TYPICAL SECTION

RDER

RETE

SEE NOTE1

ST-B0012

1. FOR VARIABLE DEPTH SEE SHEET 

0 TO 6798+00

 TO 6770+00

0 TO 6746+700 TO 6726+400 TO 6712+70

STATION 7063+90 TO 7068+20STATION 6994+40 TO 7000+80STATION 6944+80 TO 6951+25STATION 6935+50 TO 6940+90STATION 6914+50 TO 6918+40

40-65'

65-70'

columns

* Use pile cap with 15' dia 

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
d2 d1 d2 d3

APPROX OG

SCALE: ‚"=1'-0"

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

ST-B0012

d2 = L2/12d3 = 12'-0"

LOCALLY GENERATED ALTERNATIVE

L1 L2 L1

RIABLE DEPTH FRAME WHERE APPLICABLE

TYPICAL SECTION

SHEET 7 OF 9

d1 = MAX(L2/20, 12'-0")

CONTINUOUS FRAME

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
SCALE: 1•"=1'-0"

APPROX OG

SECTION I

• BRIDGE

TOR=PG

TRACK • 

STORAGE

COLUMN SIZE

SIZE

0-29' 8'

30-40' 10'

12'

15'

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

ST-B0013

 

 

 

 

 

SECTION J

50'-0"

2%

TROUGH, TYP

CABLE 

TROUGH, TYP

CABLE 

2%

2% 2%

SCALE: 1•"=1'-0"

PARAPET, TYP PARAPET, TYP

DIAMETER AND LENGTH TO BE DETERMINED

SINGLE LARGE DIAMETER CIDH PILES, TYP

PILE CAP WITH 6'-6" CIDH PILES OR 

EDGE OF DECK

EDGE OF DECK

TYP

DRAINAGE

TOF TO SOFFIT

LOCALLY GENERATED ALTERNATIVE

N. METWASHLA

S. DULOR

D. WILEY

S. DULOR

TYP

DRAINAGE

54'-6"

7'-4" 10'-8" 8'-3" 8'-3" 10'-8" 7'-4"

NB HSR • 

FB LGA 

SB HSR • 

FB LGA 

TROUGH, TYP

CABLE 

PARAPET, TYP

EDGE OF DECK

TYP

DRAINAGE

NB HSR • 

FB LGA 

SB HSR • 

FB LGA 

2% 2%

• BRIDGE

CIP BOX CULVERT

SEE TABLE FOR SIZE

OCTAGONAL CONCRETE COLUMNS,

FG

STATION 6482+80 TO 6483+30

2'-11"

21'-6" VA

RIES

BOX GIRDER 2'-11"

P/S CONCRETE

H

EIGH

T VA

RIES

12'-0" MIN

VA

RIES

SEE NOTE 1

NOTE:

1.

ST-B0012

FOR VARIABLE DEPTH SEE SHEET 

DECK

EDGE OF

STATION 6842+00 TO 6852+00

PLAN AND ELEVATION

BAKERSFIELD HST VIADUCT

STATION 6872+65 TO 6884+75

columns

* Use pile cap with 15' dia 

40-65'

65-70'

47'-0"

42'-9"

10/28/16

6'-1" 10'-8" 8'-3" 8'-3" 10'-8" 6'-1"

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-B0013.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 1:55:55 PM 10/26/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET
SCALE: 1•"=1'-0"

APPROX OG

SECTION K

TOR=PG

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

ST-B0014

 

 

 

 

 

2%

TYP

DRAINAGE

2% TROUGH, TYP

CABLE 

2%

3'-0" 41'-2" 3'-0"

15'-0"

BEARING

BEARING

VIADUCT

STEEL TRUSS

TOP OF RAIL

TOP OF PARAPET

TYPICAL SECTION

SHEET 9 OF 9

10'-8" 16'-6" 10'-8"

53'-0"

NOTE:

STATION 6714+60 TO 6721+20

STATION 6513+95 TO 6517+25

STATION 6422+59 TO 6425+89

STATION 6329+45 TO 6332+74

COLUMN SIZE

SIZE

0-29' 8'

30-40' 10'

12'

15'

DIAMETER AND LENGTH TO BE DETERMINED

SINGLE LARGE DIAMETER CIDH PILE, TYP

PILE CAP WITH 6'-6" CIDH PILES OR

SEE TABLE, FOR SIZE

OCTAGONAL CONCRETE COLUMN

TOF TO SOFFIT

LOCALLY GENERATED ALTERNATIVE

N. METWASHLA

S. DULOR

D. WILEY

S. DULOR

3'-0" 41'-6" MAX

& VA

RIES 5'-0"

SCALE: 1•"=1'-0"

TRANSITION BENT ELEVATION

29'-6" MIN

C

L

R

SEE NOTE 12'-11"

BALLASTED TRACK CONFIGURATION.

EITHER DIRECT FIXATION OR 

HOWEVER 2'-11" ACCOUNTS FOR 

1. DIRECT FIXATION TRACK IS SHOWN, 

NB HSR • 

FB LGA 

SB HSR • 

FB LGA 

VARIES

VARIES

7'-6"

columns

* Use pile cap with 15' dia 

40-65'

65-70'

10/28/16

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-B0014.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 3:04:24 PM 10/20/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET
AS SHOWN

BB

ABUT 1

EDGE OF DECK

EDGE OF DECK

BENT 2 BENT 3 BENT 4 BENT 5 BENT 6

TOP OF DECK PARAPET TOP OF RAIL

ELE

V 469.50

6545

+00

"FB LGA"

DATUM ELEV 350.00

ELE

V 472.02

6551

+80

"FB LGA"

D

R

A

WING NO. ( ST-J1002 )

M

A

T

C

H

LIN

E ( 6552

+00.000 )

D

R

A

W

ING

N

O. ( ST-J1002 )

M

A

T

C

H

L

IN

E ( 6552+00.0

0

0 )

HSR13-44

ST-J1001

 

 

 

 

 

6542+00 6552+00

SCALE: 1" = 40'

ELEVATION

SCALE: 1" = 40'

"FB LGA"

6542+00

A

ST-B0006

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

SB HSR • 

NB HSR • 

BENT 7

STATION 6545+00 TO 6552+00

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

N. METWASHLA

S. DULOR

LOCALLY GENERATED ALTERNATIVE

S. DULOR

6552+00

90'-0" 100'-0" 100'-0" 100'-0" 100'-0" 90'-0" 100'-0" 100'-0"

BENT 8

TOTAL LENGTH OF VIADUCT = 12825'-0" (MEASURED ALONG "FB LGA" LINE) 

D. WILEY

STA 6545+00.00 "FB LGA"

BB = 

+0.371%

ELEV 430.78

6440+50.00 EVC

ELEV 478.03

6568+00.00 BVC

ELEV 478.80

6580+00.00 EVC

TOP OF RAIL "FB LGA" LINE

1200' VC -0.241%

NO SCALE

ELEV 474.95

6596+00.00 BVC

APPROX OG = FG

RETAINING WALL

RETAINING WALL

50'-0"

MIN

15'-0"

1200' VC

ELEV 474.06

6608+00.00 EVC

ELEV 486.89

6745+70.00 BVC

+0.093%

10/28/16

COFFEE RD HST VIADUCT

FOOTING

ABUTMENT 

STAIRS

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1001.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 5:05:48 PM 10/25/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

3 4 6545+00 6 7 8 9 6550+00 1 2

COFFEE RD

6542+00 6543+00 6544+00 6545+00 6546+00 6547+00 6548+00 6549+00 6550+00 6551+00 6552+00
AS SHOWN

E

L

E

V 47

5

.

5

1

6

5

6

1

+20

"F

B

L

G

A

"

PILE CAP (TYP)

T 12 BENT 13 BENT 14 BENT 15

PARAPET TOP OF RAIL

DRAWING NO. (ST-J1003)

MATCHLINE( 6562+00.000)

D

R

A

W

IN

G NO

.

(

S

T

-

J100

3

)

M

A

T

C

H

L

IN

E

( 656

2

+

0

0

.000

)

HSR13-44

ST-J1002

6562+00

A

ST-B0006

SCALE: 1" = 40'

SCALE: 1" = 40'

ELEVATION

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

SB HSR • 

NB HSR • 

BENT 16

STATION 6552+00 TO 6562+00

APPROX OG

BENT 17

100'-0" 100'-0" 100'-0" 90'-0" 90'-0" 90'-0" 80'-0"

EMENT

PLAN

LOCALLY GENERATED ALTERNATIVE

6562+00

BENT 18 BENT 19

 OF VIADUCT = 12825'-0" (MEASURED ALONG "FB LGA" LINE) 

NOTES

ST-J1001.

PROFILE SEE SHEET 

1. FOR THE TOP OF RAIL 

MIN15'-0"

MIN15'-0"

MIN15'-0"

COFFEE RD HST VIADUCT

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 6560+00 1

COFFEE RD

6556+00 6557+00 6558+00 6559+00 6560+00 6561+00 6562+00

S

T 6556

+02

.49
AS SHOWN

EL

E

V 478

.91

6571

+00

"F

B

LGA

"

APPROX OG

PARAPET TOP OF RAIL

BENT 23 BENT 24 BENT 26

D

R

A

W

IN

G NO

.

(

S

T

-

J1004

)

M

A

T

C

H

L

IN

E

( 6572

+

0

0

.000

)

DRAWING NO. 

(ST-J1004)

MATCHLINE( 6572+00.000)

HSR13-44

ST-J1003

"FB LGA"

A

ST-B0006

6572+00

SCALE: 1" = 40'

SCALE: 1" = 40'

ELEVATION

PLAN AND ELEVATION

SB HSR • 

NB HSR • 

BENT 25

STATION 6562+00 TO 6572+00

 OF VIADUCT = 12825'-0" (MEASURED ALONG "FB LGA" LINE) 

ACCESS EASEMENT

FRESNO TO BAKERSFIELD

PLAN

LOCALLY GENERATED ALTERNATIVE

6572+00

BENT 27 BENT 28 BENT 29

NOTES

ST-J1001.

PROFILE SEE SHEET 

1. FOR THE TOP OF RAIL 

19'-4"

0" 100'-0" 100'-0" 100'-0" 100'-0" 100'-0" 100'-0"

COFFEE RD HST VIADUCT

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 6570+00 1 2

COFFEE RD

6566+00 6567+00 6568+00 6569+00 6570+00 6571+00 6572+00
AS SHOWN

APPROX OG

PARAPET TOP OF RAIL

BENT 33

ELE

V

4

7

8

.51

6581

+

2

0

"F

B

LGA

"

DRAWING NO. (ST-J1005)

MATCHLINE( 6582+00.000)

DRAWING NO. (ST-J1005

)

MATCHLINE( 6582+00

.000)

HSR13-44

ST-J1004

SCALE: 1" = 40'

SCALE: 1" = 40'

ELEVATION

6582+00

A

ST-B0006

FRESNO TO BAKERSFIELD

NB HSR • 

SB HSR • 

BENT 34

PPEF

19'-1"

S EASEMENT

PLAN

LOCALLY GENERATED ALTERNATIVE

BENT 35 BENT 36 BENT 37 BENT 38

6582+00

0'-0" 100'-0" 100'-0" 100'-0" 100'-0" 100'-0" 100'-0"

 OF VIADUCT = 12825'-0" (MEASURED ALONG "FB LGA" LINE) 

NOTES

ST-J1001.

PROFILE SEE SHEET 

1. FOR THE TOP OF RAIL 

STATION 6572+00 TO 6582+00

PLAN AND ELEVATION

COFFEE RD HST VIADUCT

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 6580+00 1

COFFEE RD

6576+00 6577+00 6578+00 6579+00 6580+00 6581+00 6582+00
AS SHOWN

EDGE OF DECK

EDGE OF DECK

APPROX OG

TOP OF DECK PARAPET TOP OF RAIL

BENT 40 BENT 41 BENT 42 BENT 43 BENT 44 BENT 45

ELE

V 478.27

6582+20

"FB LGA" DATUM ELEV 350.00

D

R

A

WING NO. ( ST-J1004 )

M

A

T

C

H

LIN

E ( 6582

+00.000 )

D

R

A

WING NO. ( ST-J1004 )

M

A

T

C

H

LIN

E ( 6582

+00.000 )

D

R

A

WING NO. ( ST-J1006 )

M

A

T

C

H

LIN

E ( 6592

+00.000 )

D

R

A

WING NO. ( ST-J1006 )

M

A

T

C

H

LIN

E ( 6592

+

0

0.000 )

HSR13-44

ST-J1005

 

 

 

 

 

SCALE: 1" = 40'

ELEVATION

SCALE: 1" = 40'

6582+00 6592+00

"FB LGA"

6582+00 6592+00

BENT 46

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

SB HSR • 

NB HSR • 

STATION 6582+00 TO 6592+00

TOTAL LENGTH OF VIADUCT = 12825'-0" (MEASURED ALONG "FB LGA" LINE) 

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

N. METWASHLA

S. DULOR

LOCALLY GENERATED ALTERNATIVE

S. DULOR

100'-0" 100'-0" 120'-0" 100'-0" 100'-0" 100'-0" 100'-0" 100'-0" 100'-0" 100'-0" 90'-0"

BENT 47 BENT 48 ELE

V 476.06

6591

+40

"FB LGA"

D. WILEY

BENT 39

A

ST-B0006

NOTES

ST-J1001.

PROFILE SEE SHEET 

1. FOR THE TOP OF RAIL 

CONTINUOUS SPANS

COFFEE RD HST VIADUCT

10/28/16

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1005.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 3:31:03 PM 11/4/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

3 4 6585+00 6 7 8 9 6590+00 1

COFFEE

RD

6582+00 6583+00 6584+00 6585+00 6586+00 6587+00 6588+00 6589+00 6590+00 6591+00 6592+00
AS SHOWN

EDGE OF DECK

EDGE OF DECK

APPROX OG

TOP OF DECK TOP OF RAIL

BENT 53

DRAWING NO. (ST-J1007)

MATCHLINE( 6602+00.000)

DRAWING NO. 

(ST-J1007)

MATCHLINE( 6602+00.000)

HSR13-44

ST-J1006

SCALE: 1" = 40'

ELEVATION

SCALE: 1" = 40'

6602+00

A

ST-B0006

"FB LGA"

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

SB HSR • 

NB HSR • 

STATION 6592+00 TO 6602+00

 OF VIADUCT = 12825'-0" (MEASURED ALONG "FB LGA" LINE) 

BENT 54

PLAN

LOCALLY GENERATED ALTERNATIVE

6602+00

BENT 55 BENT 56 BENT 57 BENT 58

ELE

V 473

.73

6601

+10

"F

B

LGA

"

FG

NOTES

ST-J1001.

PROFILE SEE SHEET 

1. FOR THE TOP OF RAIL 

* NOT SHOWN IN PLAN FOR CLARITY

"7TH" LINE

T*

NDARD

COUNTY ROW

EXIST 

ACCESS

MAINTENANCE

RADIO SITE C

STANDALONE 

0'-0" 100'-0" 100'-0" 100'-0" 100'-0" 100'-0" 100'-0"

COFFEE RD HST VIADUCT

3

4

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 6600+00 1

7TH

STANDARD

RD

6596+00 6597+00 6598+00 6599+00 6600+00 6601+00 6602+00
AS SHOWN

EDGE OF DECK

PARAPET TOP OF RAIL

BENT 63

DRAWING NO. (ST-J1008)

MATCHLINE( 6612+00.000)

DRAWING NO. (ST-J1008)

MATCHL

INE( 6612+00.000)

HSR13-44

ST-J1007

6612+00

ELEVATION

SCALE: 1" = 40'

SCALE: 1" = 40'

A

ST-B0006

"FB LGA"

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

SB HSR • 

NB HSR • 

STATION 6602+00 TO 6612+00

PLAN

LOCALLY GENERATED ALTERNATIVE

BENT 64 BENT 65 BENT 66 BENT 67

6612+00

 OF VIADUCT = 12825'-0" (MEASURED ALONG "FB LGA" LINE) 

NOTES

ST-J1001.

PROFILE SEE SHEET 

1. FOR THE TOP OF RAIL 

FG = APPROX OG

0'-0" 100'-0" 100'-0" 100'-0" 120'-0" 120'-0" 120'-0"

BENT 68

EL

E

V 474

.39

6611

+50

"F

B

LGA

"

COFFEE RD HST VIADUCT

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 6610+00 1 2

6606+00 6607+00 6608+00 6609+00 6610+00 6611+00 6612+00
AS SHOWN

EDGE OF DECK

PARAPET TOP OF RAIL

HSR13-44

ST-J1008

ELEVATION

SCALE: 1" = 40'

SCALE: 1" = 40'

A

ST-B0006

"FB LGA"

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

SB HSR • 

NB HSR • 

STATION 6612+00 TO 6622+00

PLAN

LOCALLY GENERATED ALTERNATIVE

 OF VIADUCT = 12825'-0" (MEASURED ALONG "FB LGA" LINE) 

NOTES

ST-J1001.

PROFILE SEE SHEET 

1. FOR THE TOP OF RAIL 

FG = APPROX OG

DRAWING NO. (ST-J1009)

MATCHLINE( 6622+00.000)

DRAWING NO. 

(ST-J1009)

MATCHLINE( 6622+00

.000)

6622+00

BENT 72 BENT 73 BENT 74 BENT 75 BENT 76

20'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0"

ELE

V 475

.28

662

1

+10

"F

B

LGA

"

6622+00

COFFEE RD HST VIADUCT

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 6620+00 1 2

6616+00 6617+00 6618+00 6619+00 6620+00 6621+00 6622+00
AS SHOWN

EDGE OF DECK

EDGE OF DECK

PARAPET TOP OF RAIL TOP OF DECK

BENT 77

D

R

A

WING NO. ( ST-J1008 )

M

A

T

C

H

LIN

E ( 6622

+00.000 )

D

R

A

WIN

G NO. ( ST-J1008 )

M

A

T

C

H

LIN

E ( 6622

+00.000 )

HSR13-44

ST-J1009

 

 

 

 

 

6622+00 6632+00

ELEVATION

SCALE: 1" = 40'

SCALE: 1" = 40'

A

ST-B0006

"FB LGA"

DATUM ELEV 350.00

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

SB HSR • 

NB HSR • 

STATION 6622+00 TO 6632+00

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

N. METWASHLA

S. DULOR

LOCALLY GENERATED ALTERNATIVE

S. DULOR

ELE

V 475.39

6622+30

"FB LGA"

K. BERRY

TOTAL LENGTH OF VIADUCT = 12825'-0" (MEASURED ALONG "FB LGA" LINE) 

NOTES

ST-J1001.

PROFILE SEE SHEET 

1. FOR THE TOP OF RAIL 

UPRR ROW

FG = APPROX OG

D

R

A

WING NO. ( ST-J1010 )

M

A

T

C

H

LIN

E ( 6632

+00.000 )

D

R

A

WIN

G NO. ( ST-J1010 )

M

A

T

C

H

LIN

E ( 6632

+

0

0.000 )

120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 100'-0" 100'-0" 120'-0"

BENT 78 BENT 79 BENT 80 BENT 81 BENT 82 BENT 83 BENT 84 BENT 85

6622+00 6632+00 ELE

V 476.25

6631

+50

"FB L

G

A"

COFFEE RD HST VIADUCT

10/28/16

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1009.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 1:42:59 PM 10/26/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

2 3 4 6625+00 6 7 8 9 6630+00 1 2

6622+00 6623+00 6624+00 6625+00 6626+00 6627+00 6628+00 6629+00 6630+00 6631+00 6632+00
AS SHOWN

EDGE OF DECK

EDGE OF DECK

TOP OF DECK PARAPET TOP OF RAIL

BENT 86

D

R

A

WING NO. ( ST-J1009 )

M

A

T

C

H

LIN

E ( 6632

+00.000 )

D

R

A

WIN

G NO. ( ST-J1009 )

M

A

T

C

H

LIN

E ( 6632

+00.000 )

HSR13-44

ST-J1010

 

 

 

 

 

6632+00 6642+00

ELEVATION

SCALE: 1" = 40'

SCALE: 1" = 40'

A

ST-B0006

"FB LGA"

DATUM ELEV 350.00

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

SB HSR • 

NB HSR • 

STATION 6632+00 TO 6642+00

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

N. METWASHLA

S. DULOR

LOCALLY GENERATED ALTERNATIVE

S. DULOR

EL

E

V 476.36

6632

+70

"FB L

G

A"

K. BERRY

TOTAL LENGTH OF VIADUCT = 12825'-0" (MEASURED ALONG "FB LGA" LINE) 

NOTES

ST-J1001.

PROFILE SEE SHEET 

1. FOR THE TOP OF RAIL 

UPRR ROW

FG = APPROX OG

D

R

A

WING NO. ( ST-J1011 )

M

A

T

C

H

LIN

E ( 6642

+00.000 )

D

R

A

WIN

G NO. ( ST-J1011 )

M

A

T

C

H

LIN

E ( 6642

+

0

0.000 )

120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0"

BENT 87 BENT 88 BENT 89 BENT 90 BENT 91 BENT 92 BENT 93ELE

V 477.14

66

41+10

"FB LGA"

6632+00 6642+00

COFFEE RD HST VIADUCT

10/28/16

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1010.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 1:45:54 PM 10/26/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

2 3 4 6635+00 6 7 8 9 6640+00 1 2

6632+00 6633+00 6634+00 6635+00 6636+00 6637+00 6638+00 6639+00 6640+00 6641+00 6642+00

TS 6633

+57.55
AS SHOWN

EDGE OF DECK

EDGE OF DECK

TOP OF DECK PARAPET TOP OF RAIL

BENT 94

D

R

A

WING NO. ( ST-J1010 )

M

A

T

C

H

LIN

E ( 6642

+00.000 )

D

R

A

WIN

G NO. ( ST-J1010 )

M

A

T

C

H

LIN

E ( 6642

+00.000 )

HSR13-44

ST-J1011

 

 

 

 

 

6642+00 6652+00

ELEVATION

SCALE: 1" = 40'

SCALE: 1" = 40'

A

ST-B0006

"FB LGA"

DATUM ELEV 350.00

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

SB HSR • 

NB HSR • 

STATION 6642+00 TO 6652+00

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

N. METWASHLA

S. DULOR

LOCALLY GENERATED ALTERNATIVE

S. DULOR

ELE

V 477.26

6642+30

"FB LGA"

K. BERRY

TOTAL LENGTH OF VIADUCT = 12825'-0" (MEASURED ALONG "FB LGA" LINE) 

NOTES

ST-J1001.

PROFILE SEE SHEET 

1. FOR THE TOP OF RAIL 

UPRR ROW

FG = APPROX OG

D

R

A

WING NO. ( ST-J1012 )

M

A

T

C

H

LIN

E ( 6652

+00.000 )

D

R

A

WIN

G NO. ( ST-J1012 )

M

A

T

C

H

LIN

E ( 6652

+

0

0.000 )

120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 100'-0"

BENT 95 BENT 96 BENT 97 BENT 98 BENT 99 BENT 100 BENT 101 BENT 102 EL

E

V 478.15

6651

+90

"FB LGA"

6652+00

6642+00

COFFEE RD HST VIADUCT

10/28/16

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1011.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 1:48:31 PM 10/26/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

2 3 4 6645+00 6 7 8 9 6650+00 1 2

6642+00 6643+00 6644+00 6645+00 6646+00 6647+00 6648+00 6649+00 6650+00 6651+00 6652+00
AS SHOWN

EDGE OF DECK

EDGE OF DECK

TOP OF DECK PARAPET TOP OF RAIL

BENT 103

D

R

A

WING NO. ( ST-J1011 )

M

A

T

C

H

LIN

E ( 6652

+00.000 )

D

R

A

WIN

G NO. ( ST-J1011 )

M

A

T

C

H

LIN

E ( 6652

+00.000 )

HSR13-44

ST-J1012

 

 

 

 

 

6652+00 6662+00

ELEVATION

SCALE: 1" = 40'

SCALE: 1" = 40'

A

ST-B0006

"FB LGA"

DATUM ELEV 350.00

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

SB HSR • 

NB HSR • 

STATION 6652+00 TO 6662+00

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

N. METWASHLA

S. DULOR

LOCALLY GENERATED ALTERNATIVE

S. DULOR

EL

E

V 478.24

6652

+90

"FB LGA"

K. BERRY

TOTAL LENGTH OF VIADUCT = 12825'-0" (MEASURED ALONG "FB LGA" LINE) 

NOTES

ST-J1001.

PROFILE SEE SHEET 

1. FOR THE TOP OF RAIL 

UPRR ROW

FG = APPROX OG

D

R

A

WING NO. ( ST-J1013 )

M

A

T

C

H

LIN

E ( 6662

+00.000 )

D

R

A

WIN

G NO. ( ST-J1013 )

M

A

T

C

H

LIN

E ( 6662

+

0

0.000 )

100'-0" 120'-0" 100'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0"

BENT 104 BENT 105 BENT 106 BENT 107 BENT 108 BENT 109 BENT 110ELE

V 479.01

6661

+10

"FB LGA"

6652+00

6662+00

COFFEE RD HST VIADUCT

10/28/16

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1012.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 1:51:08 PM 10/26/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

2 3 4 6655+00 6 7 8 9 6660+00 1 2

6652+00 6653+00 6654+00 6655+00 6656+00 6657+00 6658+00 6659+00 6660+00 6661+00 6662+00
AS SHOWN

EDGE OF DECK

EDGE OF DECK

TOP OF DECK PARAPET TOP OF RAIL

BENT 111

D

R

A

WING NO. ( ST-J1012 )

M

A

T

C

H

LIN

E ( 6662

+00.000 )

D

R

A

WIN

G NO. ( ST-J1012 )

M

A

T

C

H

LIN

E ( 6662

+00.000 )

HSR13-44

ST-J1013

 

 

 

 

6662+00 6612+00

ELEVATION

SCALE: 1" = 40'

SCALE: 1" = 40'

A

ST-B0006

"FB LGA"

DATUM ELEV 350.00

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

SB HSR • 

NB HSR • 

STATION 6662+00 TO 6674+00

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

N. METWASHLA

S. DULOR

LOCALLY GENERATED ALTERNATIVE

S. DULOR

EL

E

V 479.12

6602+10

"FB LGA"

K. BERRY

TOTAL LENGTH OF VIADUCT = 12825'-0" (MEASURED ALONG "FB LGA" LINE) 

NOTES

1.

FG = APPROX OG

FOR THE TOP OF RAIL PROFILE SEE SHEET ST-J1001.

WALL

6662+00 RETAINING 

BENT 112 BENT 113 BENT 114 BENT 115 BENT 116 BENT 117 BENT 118 BENT 119 BENT 120 ABUT 121

120'-0" 110'-0" 120'-0" 110'-0" 100'-0" 100'-0" 100'-0" 120'-0" 100'-0" 135'-0" 100'-0"

EL

E

V 480.14

6673+25

"FB LGA"

STA 6673+25 "FB LGA"

EB=

CLR

31'-1"

ROW

EXIST CITY

"SNO" LINE

"FB LGA" STA 6671+30.03

"SNO" STA 16+97.72

SNOW

RD

(TYP)

FOOTING

ABUTMENT

CONTINUOUS SPANS

COFFEE RD HST VIADUCT

10/28/16

24'-5"

1

STAIRS

24'-0"

CONTINUOUS SPANS

20

6

7

8

9

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1013.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 11:44:23 AM 11/4/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

2 3 4 6665+00 6 7 8 9 6670+00 1 2 3

6662+00 6663+00 6664+00 6665+00 6666+00 6667+00 6668+00 6669+00 6670+00 6671+00 6672+00 6673+00 6674+00
AS SHOWN

EDGE OF DECK

EDGE OF DECK

SCALE: 1" = 40'

ELEVATION

SCALE: 1" = 40'

NO SCALE

TOP OF RAIL PARAPET

HSR13-44

ST-J1014

 

 

 

 

 

D

R

A

WING NO. ( ST-J1015 )

M

A

T

C

H

LIN

E ( 6702

+00.000 )

D

R

A

WING NO. ( ST-J1015 )

M

A

T

C

H

LIN

E ( 6702

+00.000 )

E

L

E

V 482.69

670

0

+60

"FB LGA"

DATUM ELEV 350.00

6692+00 6702+00

6692+00 6702+00

"FB LGA"

A

ST-B0006

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

NB HSR • 

SB HSR • 

STATION 6692+00 TO 6702+00

40 0 40 80

1"=40' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

S. DULOR

N. METWASHLA

S. DULOR

D. WILEY

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

PILE CAP

TOP OF RAIL "FB LGA" LINE

ABUT 1 BENT 2

80'-0" 120'-0"

STA 6700+60.00 "FB LGA"

BB=

(TYP)

RETAINING WALL

DECK

TOP OF 

TOTAL LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE) 

ELEV 474.06

6608+00.00 EVC

+0.093%

ELEV 486.89

6745+70.00 BVC

HSR ROW

APPROX OG = FG

10/28/16

STAIRS

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1014.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 5:17:53 PM 10/25/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

2 3 4 6695+00 6 7 8 9 6700+00 1 2

6692+00 6693+00 6694+00 6695+00 6696+00 6697+00 6698+00 6699+00 6700+00 6701+00 6702+00

ST 6696+73.50
AS SHOWN

PILE CAP (TYP)

SCALE: 1" = 40'

ELEVATION

SCALE: 1" = 40'

NO SCALE

PARAPET TOP OF RAIL

20'-0" 110'-0" 150'-0" 240'-0" 150'-0"

HSR13-44

ST-J1015

ELE

V 48

3

.68

6

711

+

2

0

"F

B

LGA

"

DRAWING NO. (ST-J1016

)

MATCHLINE(6712

+00.000)

DRAWING NO. (ST-J1016)

MATCHLINE( 6712+00.000)

6712+00

 

6712+00

"FB LGA"

G

ST-B0011

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

STATION 6702+00 TO 6712+00

TH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE) 

CIDH PILE, (TYP)

29'-11"

 30'-10"

PLAN

LOCALLY GENERATED ALTERNATIVE

BAKERSFIELD HST VIADUCT

TOP OF RAIL "FB LGA" LINE

BENT 6 BENT 7

CONTINUOUS SPANS

BENT 8 BENT 9

+0.093%

ELEV 486.89

6745+70.00 BVC

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 6710+00 1 2

DR

KNUDSEN

BEARDSLEY CANAL

6706+00 6707+00 6708+00 6709+00 6710+00 6711+00 6712+00
AS SHOWN

EDGE OF DECK

EDGE OF DECK

SCALE: 1" = 40'

ELEVATION

SCALE: 1" = 40'

TOP OF RAIL PARAPET

BENT 11 BENT 12 BENT 14

HSR13-44

ST-J1016

 

 

 

 

 

D

R

A

WING NO. ( ST-J1015 )

M

A

T

C

H

LIN

E ( 6712

+00.000 )

D

R

A

WING NO. ( ST-J1015 )

M

A

T

C

H

LIN

E ( 6712

+00.000 )

D

R

A

WING NO. ( ST-J1017 )

M

A

T

C

H

LIN

E ( 6722

+00.000 )

D

R

A

WING

N

O. ( ST-J1017 )

M

A

T

C

H

LIN

E ( 6722

+00.000 )

6712+00 6722+00

"FB LGA"

1

1 1

1

1

DATUM ELEV 350.00

C

ST-B0007

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

NB HSR • 

SB HSR • 

STATION 6712+00 TO 6722+00

TOTAL LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE) 

DECK

TOP OF

20'-0"

6712+00 6722+00

1

40 0 40 80

1"=40' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

N. METWASHLA

S. DULOR

D. WILEY

S. DULOR

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

HSR ROW

CALTRANS ROW

EXIST 

= FG

APPROX OG

BENT 10 BENT 13

39'-10"

150'-0" 80'-0" 110'-0" 330'-0" 330'-0" 120'-0"

660'-0" STEEL TRUSS STRUCTURE CONTINUOUS SPANS

K

ST-B0014

ELE

V 484.61

6721

+20

"FB LGA"

A

ST-B0007

EL

E

V

483.82

6712

+70

"FB LGA"

10/28/16

ELEV 474.06

6608+00.00 EVC

+0.093%

ELEV 486.89

6745+70.00 BVC

23'-2"

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1016.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 1:51:53 PM 10/27/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

2 3 4 6715+00 6 7 8 9 6720+00 1 2

BEARDSLEY CANAL

HWY-NB (SR-99)

GOLDEN STATE

HWY-SB (SR-99)

GOLDEN STATE

KNUDSEN DR

NORRIS

RD

6712+00 6713+00 6714+00 6715+00 6716+00 6717+00 6718+00 6719+00 6720+00 6721+00 6722+00

TS 6717

+45.12
AS SHOWN

EDGE OF DECK

EDGE OF DECK

PILE CAP (TYP)

SCALE: 1" = 40'

ELEVATION

SCALE: 1" = 40'

NO SCALE

PARAPET TOP OF RAIL TOP OF DECK

BENT 16 BENT 17 BENT 18 BENT 19 BENT 20 BENT 21 BENT 22

HSR13-44

ST-J1017

 

 

 

 

 

D

R

A

WING NO. ( ST-J1016 )

M

A

T

C

H

LIN

E ( 6722

+00.000 )

D

R

A

W

ING NO. ( ST-J1016 )

M

A

T

C

H

L

IN

E ( 6722+00.000 )

D

R

A

WING NO. ( ST-J1018 )

M

A

T

C

H

LIN

E ( 6732

+00.000 )

D

R

A

W

ING NO. ( ST-J1018 )

M

A

T

C

H

L

IN

E ( 673

2

+

0

0.000 )

E

L

E

V

484.72

6722+

4

0

"FB L

G

A"

ELE

V

485.54

6731+20

"FB LGA"

DATUM ELEV 350.00

6722+00 6732+00

A

ST-B0006

6722+00

"FB LGA"

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

NB HSR • 

SB HSR • 

STATION 6722+00 TO 6732+00

TOTAL LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE) 

39'-6"

G

ST-B0011

PTEF

40 0 40 80

1"=40' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

N. METWASHLA

S. DULOR

D. WILEY

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

S. DULOR

TOP OF RAIL "FB LGA" LINE

= FG

APPROX OG

ELEV 474.06

6608+00.00 EVC

+0.093%

ELEV 486.89

6745+70.00 BVC

CONTINUOUS SPANS CONTINUOUS SPANS

BENT 15

120'-0" 140'-0" 130'-0" 130'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0"

6732+00

10/28/16

ACCESS

STAIRWAY

VIADUCT

ACCESS

STAIRWAY 

VIADUCT 

C S-PS-STA (OPTION 2)

PARALLELING STATION

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1017.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 4:29:07 PM 10/25/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

2 3 4 6725+00 6 7 8 9 6730+00 1 2

HWY-NB (SR-99)

GOLDEN STATE

STATE RD

6722+00 6723+00 6724+00 6725+00 6726+00 6727+00 6728+00 6729+00 6730+00 6731+00 6732+00
AS SHOWN

EDGE OF DECK

EDGE OF DECK

PILE CAP (TYP)

PARAPET TOP OF RAIL TOP OF DECK

BENT 24 BENT 25 BENT 26 BENT 27 BENT 28 BENT 29 BENT 30

HSR13-44

ST-J1018

 

 

 

 

 

D

R

A

WING NO. ( ST-J1017 )

M

A

T

C

H

LIN

E ( 6732

+00.000 )

D

R

A

W

IN

G NO.( ST-J1017 )

M

A

T

C

H

L

IN

E ( 6732

+00.000 )

D

R

A

WING NO. ( ST-J1019 )

M

A

T

C

H

LIN

E ( 6742

+00.000 )

D

R

A

W

ING NO.( ST-J1019 )

M

A

T

C

H

L

IN

E ( 6742

+00.0

0

0 )

EL

E

V

485.65

6732+

4

0

"FB L

G

A"

ELE

V

486.50

67

41+50

"FB LGA"

SCALE: 1" = 40'

SCALE: 1" = 40'

ELEVATION

NO SCALE

6732+00 6742+00

"FB LGA"

1

1

1

1

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

39'-2" 38'-5"

SB HSR • 

NB HSR • 

STATION 6732+00 TO 6742+00

A

ST-B0006

TOTAL LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE) 

1

DATUM ELEV 350.00

G

ST-B0011

CIDH PILE (TYP)

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

N. METWASHLA

S. DULOR

D. WILEY

S. DULOR

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

TOP OF RAIL "FB LGA" LINE

BENT 23

=FG

APPROX OG

BENT 31

ELEV 474.06

6608+00.00 EVC

+0.093%

ELEV 486.89

6745+70.00 BVC

120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 110'-0" 110'-0" 110'-0" 100'-0" 100'-0"

6732+00

6742+00

10/28/16

(OPTION 1)S-PS-STA

PARALLELING STATION C

ACCESS

STAIRWAY 

VIADUCT 

ACCESS

STAIRWAY

VIADUCT

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1018.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 12:44:34 PM 10/27/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

3 4 6735+00 6 7 8 9 6740+00 1

HWY-NB (SR-99)

GOLDEN STATE

STATE RD

OLIVE

DR

6732+00 6733+00 6734+00 6735+00 6736+00 6737+00 6738+00 6739+00 6740+00 6741+00 6742+006732+00 6733+00 6734+00 6735+00 6736+00 6737+00 6738+00 6739+00 6740+00 6741+00 6742+00

SC 6733

+45.12
EDGE OF DECK

EDGE OF DECK

PILE CAP (TYP)

PARAPET TOP OF RAIL

ELE

V 486

.89

6751

+40

"F

B

LGA

"

BENT 35 BENT 36 BENT 37

6752+00

6752+00

A

ST-B0006

 LGA"

SCALE: 1" = 40'

SCALE: 1" = 40'

ELEVATION

NO SCALE

1

1

D

R

A

W

ING

N

O

.

(

S

T

-

J

1

020

)

M

A

T

C

H

L

IN

E

( 67

5

2

+

0

0

.

0

0

)

NB HSR • 

SB HSR • 

41'-7"

DRAWING NO. (ST-J1020)

MATCHLINE( 6752+00.00)

ELEV 485.34

6758+70.00 EVC

H PILE (TYP)

BENT 38

 OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE) 

150'-0" 110'-0" 120'-0" 120'-0" 120'-0" 100'-0"

PLAN

TOP OF RAIL "FB LGA" LINE

=FG

APPROX OG

CONTINUOUS SPANS

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

ST-J1019 LOCALLY GENERATED ALTERNATIVE

BAKERSFIELD HST VIADUCT

STATION 6742+00 TO 6752+00

PLAN AND ELEVATION

VC=1300'

BENT 39

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 6750+00 1

STATE

RD

HANK

RD

6746+00 6747+00 6748+00 6749+00 6750+00 6751+00 6752+00 6746+00 6747+00 6748+00 6749+00 6750+00 6751+00 6752+00
AS SHOWN

HSR13-44

ST-J1020

 

 

 

 

EDGE OF DECK

EDGE OF DECK

PILE CAP (TYP)

PARAPET TOP OF RAIL TOP OF DECK

ELE

V 486.78

6752+40

"FB LGA"

EL

E

V

484.38

6761+60

"FB LGA"

BENT 41 BENT 43 BENT 45 BENT 46

D

R

A

WING NO. ( ST-J1021 )

M

A

TCH

LIN

E ( 6762+00.000 )

D

R

A

WING NO.( ST-J1021 )

M

A

T

C

H

LIN

E ( 6762+00.000 )

DATUM ELEV 350.00

6752+00 6762+00

SCALE: 1" = 40'

ELEVATION

SCALE: 1" = 40'

NO SCALE

"FB LGA"

A

ST-B0006

6752+00

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

ELEV 461.16

6831+50.00 BVC

D

R

A

WING NO. ( ST-J1019 )

M

A

TCH

LIN

E ( 6752+00.00 )

BENT 44 BENT 47

D

R

A

WING NO. ( ST-J1019 )

M

A

T

C

H

LIN

E ( 6752+00.00 )

SB HSR • 

NB HSR • 

STATION 6752+00 TO 6762+00

TOTAL LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE) 

BENT 42

100'-0" 100'-0" 100'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0"

BENT 40

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

N. METWASHLA

S. DULOR

BAKERSFIELD HST VIADUCT

D. WILEY

LOCALLY GENERATED ALTERNATIVE

S. DULOR

TOP OF RAIL "FB LGA" LINE

ELEV 485.34

6758+70.00 EVC

-0.332%

=FG

APPROX OG

ELEV 486.89

6745+70.00 BVC

VC=1300'

BENT 48

6762+00

10/28/16

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1020.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 3:58:00 PM 10/25/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

3 4 6755+00 6 7 8 9 6760+00 1

STATE RD

6752+00 6753+00 6754+00 6755+00 6756+00 6756+00 6757+00 6758+00 6759+00 6760+00 6761+00 6762+00

6757+00 6758+00 6759+00 6760+00 6761+00 6762+00
AS SHOWN

HSR13-44

ST-J1021

PILE CAP (TYP)

PARAPET TOP OF RAIL

ELE

V 481

.21

6771

+15

"F

B

LGA

"

BENT 52 BENT 53 BENT 54

-0.332%

BENT 55

6772+00

EXIST TRACK •

SCALE: 1" = 40'

ELEVATION

SCALE: 1" = 40'

NO SCALE

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

ELEV 461.16

6831+50.00 BVC

DRAWING NO. (ST-J1022)

MATCHLINE( 6772+00.00)

33'-7"

32'-9"

D

R

A

W

IN

G

N

O. 

(

S

T

-

J

1

022

)

M

A

T

C

H

L

IN

E

( 67

7

2

+

0

0

.

0

0

)

SB HSR • 

NB HSR • 

STATION 6762+00 TO 6772+00

H OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE) 

G

ST-B0011

(TYP)

CIDH PILE

110'-0" 130'-0" 175'-0" 90'-0" 95'-0" 120'-0"

PLAN

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

TOP OF RAIL "FB LGA" LINE

CONTINUOUS SPANS

OX OG

BENT 56

6772+00

CL2 R8

'-7"

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 6770+00 1

STATE RD

6766+00 6767+00 6768+00 6769+00 6770+00 6771+00 6772+00 6766+00 6767+00 6768+00 6769+00 6770+00 6771+00 6772+00

C

S 6770

+85

.

5

7
AS SHOWN

HSR13-44

ST-J1022

 

 

 

 

EDGE OF DECK

EDGE OF DECK

PILE CAP (TYP)

TOP OF DECK PARAPET TOP OF RAIL

ELE

V 380.81

6772

+35

"FB LGA"

ELE

V 477.90

6781

+10

"FB LGA"

-0.332%

BENT 57 BENT 58 BENT 59 BENT 60 BENT 61 BENT 62 BENT 63

D

R

A

WING NO. ( ST-J1023 )

M

A

T

C

H

LIN

E ( 6782

+00.000 )

D

R

A

W

ING NO. ( ST-J1023 )

M

A

T

C

H

L

IN

E ( 6782

+00.000 )

DATUM ELEV 350.00

6782+00

6772+00 6782+00

6772+00

A

ST-B0006

C

ST-B0007

"FB LGA"

SCALE: 1" = 40'

ELEVATION

SCALE: 1" = 40'

NO SCALE

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

D

R

A

W

ING NO.( ST-J1021 )

M

A

T

C

H

L

IN

E ( 6772

+00.00 )

SB HSR • 

NB HSR • 

EP

EP

D

R

A

WING NO. ( ST-J1021 )

M

A

T

C

H

LIN

E ( 6772

+00.00 )

ELEV 461.16

6831+50.00 BVC

30'-0"

STATION 6772+00 TO 6782+00

TOTAL LENGTH OF VIADUCT = 40044-5" (MEASURED ALONG "FB LGA" LINE) 

1 1 1

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

N. METWASHLA

S. DULOR

BAKERSFIELD HST VIADUCT

D. WILEY

LOCALLY GENERATED ALTERNATIVE

S. DULOR

TOP OF RAIL "FB LGA" LINE

BENT 64

ELEV 485.34

6758+70.00 EVC

=FG

APPROX OG

120'-0" 120'-0" 120'-0" 100'-0" 100'-0" 100'-0" 100'-0" 120'-0" 110'-0" 100'-0"

BENT 65

10/28/16

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1022.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 1:01:50 PM 10/27/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

3 4 6775+00 6 7 8 9 6780+00 1

STATE RD

6772+00 6773+00 6774+00 6775+00 6776+00 6777+00 6778+00 6779+00 6780+00 6781+00 6782+00 6772+00 6773+00 6774+00 6775+00 6776+00 6777+00 6778+00 6779+00 6780+00 6781+00 6782+00
AS SHOWN

HSR13-44

ST-J1023

 

 

 

 

EDGE OF DECK

EDGE OF DECK PILE CAP (TYP)

PARAPET TOP OF RAIL TOP OF DECK

-0.332%

BENT 67 BENT 68 BENT 69 BENT 70 BENT 71

ELE

V 477.57

6782

+10

"FB LGA"

ELE

V 47

4.43

6791

+55

"FB LGA"

DATUM ELEV 350.00

6782+00 6792+00

6782+00 6792+00

NO SCALE

ELEVATION

SCALE: 1" = 40'

SCALE: 1" = 40'

A

ST-B0006

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

D

R

A

WING NO.( ST-J1022 )

M

A

T

C

H

LIN

E ( 6782

+00.00 )

SB HSR • 

NB HSR • 

EP

EP

EP

D

R

A

WIN

G

N

O. ( ST-J1024 )

M

A

T

C

H

LIN

E ( 6792

+00.00 )

D

R

A

WING NO. ( ST-J1022 )

M

A

T

C

H

LIN

E ( 6782

+00.00 )

D

R

A

WING NO. ( ST-J1024 )

M

A

T

C

H

LIN

E ( 6792

+00.00 )

BENT 72 BENT 73

STATION 6782+00 TO 6792+00

TOTAL LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE) 

1

1

BENT 66

C

ST-B0007

"FB LGA"

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

N. METWASHLA

S. DULOR

BAKERSFIELD HST VIADUCT

D. WILEY

LOCALLY GENERATED ALTERNATIVE

S. DULOR

TOP OF RAIL "FB LGA" LINE

ELEV 485.34

6758+70.00 EVC

ELEV 461.16

6831+50.00 BVC

=FG

APPROX OG

100'-0" 105'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0"

BENT 74

10/28/16

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1023.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 1:13:33 PM 10/27/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

3 4 6785+00 6 7 8 9 6790+00 1

PIERCE

RD

STATE RD

6782+00 6782+00 6783+00 6783+00 6784+00 6784+00 6785+00 6785+00 6786+00 6786+00 6787+00 6787+00 6788+00 6788+00 6789+00 6789+00 6790+00 6790+00 6791+00 6791+00 6792+00 6792+00

ST 6786+85.57
AS SHOWN

HSR13-44

ST-J1024

 

 

 

 

 

EDGE OF DECK

EDGE OF DECK

PILE CAP (TYP)

TOP OF DECK PARAPET

-0.332%

DATUM ELEV 350.00

BENT 75 BENT 76

BENT 78 BENT 79 BENT 80

TOP OF RAIL

6792+00

6792+00 6802+00

NO SCALE

SCALE: 1" = 40'

ELEVATION

SCALE: 1" = 40'

1

1 1

(S-INT-AIR-N-H1)

INTERLOCKING HOUSE 

"FB LGA"

110 MPH POTO

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

D

R

A

WING NO. ( ST-J1023 )

M

A

T

C

H

LIN

E ( 6792

+00.00 )

SB HSR • 

NB HSR • 

EP

32'-0" D

R

A

WING NO. ( ST-J1023 )

M

A

T

C

H

LIN

E ( 6792

+00.00 )

49'-5"

ELEV 485.34

6758+70.00 EVC

ELEV 461.16

6831+50.00 BVC

D

R

A

WING NO. ( ST-J1025 )

M

A

T

C

H

LIN

E ( 6802

+00.00 )

STATION 6792+00 TO 6802+00

TOTAL LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE) 

1

D

R

A

WING NO. ( ST-J1025 )

M

A

T

C

H

LIN

E ( 6802

+00.00 )

)B9

9-R

S(

BN

E

V

A

E

TAT

S

NEDLOG

C

ST-B0007

G

ST-B0011

A

ST-B0006

1

40'-5"

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

S. DULOR

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

S. DULOR

TOP OF RAIL "FB LGA" LINE

CONTINUOUS SPANS CONTINUOUS SPANS

BENT 77

=FG

APPROX OG

CONTINUOUS SPANS

E. HEREFORD

E. HEREFORD

(BY OTHERS)

INTERCHANGE 

FUTURE HAGEMAN

120'-0" 150'-0" 220'-0" 160'-0" 95'-0" 95'-0" 130'-0" 140'-0"

BENT 81

6802+00

E

L

E

V

474.03

6792

+75

"FB LGA"

ELE

V 471.21

6801

+25

"FB LGA"

C

ST-B0007

10/28/16

CRASH CUSHION

ACCESS

STAIRWAY

VIADUCT

ACCESS

STAIRWAY 

VIADUCT 

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1024.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 3:54:12 PM 10/25/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

3 4 6795+00 6 7 8 9 6800+00 1

STATE RD

AIRPORT

DR

NB (SR-99B)

OFF RAMP

GOLDEN STATE AVE

6792+00 6793+00 6794+00 6795+00 6796+00 6797+00 6798+00 6799+00 6800+00 6801+00 6802+00
AS SHOWN

HSR13-44

ST-J1025

 

 

 

 

 

EDGE OF DECK

EDGE OF DECK

TOP OF RAIL

PARAPET

TOP OF DECK

-0.332%

DATUM ELEV 350.00

BENT 83 BENT 84 BENT 85 BENT 86 BENT 87 BENT 88

APPROX OG

6802+00 6812+00

NO SCALE

SCALE: 1" = 40'

ELEVATION

SCALE: 1" = 40'

A

ST-B0006

"FB LGA"

110 MPH POTO

110 MPH POTO

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

D

R

A

WING NO. (ST-J1024 )

M

A

T

C

H

LIN

E ( 6802

+00.00 )

ELEV 485.34

6758+70.00 EVC

D

R

A

WING NO. (ST-J1026 )

M

A

T

C

H

LIN

E ( 6812

+00.00 )

ELEV 461.16

6831+50.00 BVC

D

R

A

WING NO.(ST-J1026 )

M

A

T

C

H

LIN

E ( 6812+00.00 )

D

R

A

WING NO.(ST-J102

4 )

M

A

T

C

H

LIN

E ( 6802

+00.0

0 )

SB HSR • 

NB HSR • 

STATION 6802+00 TO 6812+00

TOTAL LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE) 

BENT 82

140'-0" 120' 120' 120' 120' 120' 120' 120' 95'-0"

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

S. DULOR

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

S. DULOR

TOP OF RAIL "FB LGA" LINE

BENT 89

E. HEREFORD

E. HEREFORD

CONTINUOUS SPANS CONTINUOUS SPANS 

BENT 90

6802+00 6812+00 ELE

V

470.74

6802

+65

"FB LGA"

ELE

V 467.95

6811

+05

"FB LGA"

10/28/16

ACCESS

STAIRWAY 

VIADUCT 

ACCESS

STAIRWAY

VIADUCT

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1025.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 5:11:18 PM 10/25/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

3 4 6805+00 6 7 8 9 6810+00 1

GOLDEN STATE AVE (SR-99B)

OFF RAMP NB (SR-99B)

GOLDEN STATE AVE

6802+00 6803+00 6804+00 6805+00 6806+00 6807+00 6808+00 6809+00 6810+00 6811+00 6812+00
AS SHOWN

HSR13-44

ST-J1026

EDGE OF DECK

EDGE OF DECK

PILE CAP (TYP)

PARAPET TOP OF RAIL 

-0.332%

BENT 94

DRAWING NO.

(ST-J1027)

MAT

CHLINE( 6822

+00.000)

DRAWING NO. (ST-J1027)

MATCHLINE( 6822+00.000)

6822+00

6822+00

"FB LGA"

SCALE: 1" = 40'

ELEVATION

NO SCALE

SCALE: 1" = 40'

FRESNO TO BAKERSFIELD

STATION 6812+00 TO 6822+00

PLAN AND ELEVATION

ELEV 461.16

6831+50.00 BVC

SB HSR • 

NB HSR • 

120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0"

NGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE) 

BENT 95 BENT 96 BENT 97

110 MPH POTO

A

ST-B0006

PLAN

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

TOP OF RAIL "FB LGA" LINE

=FG

APPROX OG

CONTINUOUS SPANS CONTINUOUS SPANS

BENT 98

ELE

V 464

.53

6821

+35

"F

B

LGA

"

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 6820+00 1

GOLDEN STATE AVE (SR-99B)

6816+00 6817+00 6818+00 6819+00 6820+00 6821+00 6822+00
 

 

 

 

 

ST-J1027

HSR13-44

AS SHOWN

EDGE OF DECK

EDGE OF DECK

PARAPET TOP OF RAIL TOP OF DECK

-0.332%

DATUM ELEV 350.00

BENT 99 BENT 100 BENT 102 BENT 104 BENT 105

ACCESS ROAD

NO SCALE

ELEVATION

SCALE: 1" = 40'

SCALE: 1" = 40'

A

ST-B0006

(S-INT-NAD-N-H3)

INTERLOCKING HOUSE 

HOUSE (S-INT-NAD-N-H3)

MASTER INTERLOCKING EDGE OF DECK

EDGE OF DECK D

ST-B0008

6822+00 6832+00

6822+00 6832+00

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

STATION 6822+00 TO 6832+00

ELEV 485.34

6758+70.00 EVC

460.63

6844+50.00 EVC

ELEV 461.16

6831+50.00 BVC

D

R

A

WING NO. ( ST-J1028 )

M

A

T

C

H

LIN

E ( 6832

+00.00 )

D

R

A

WING NO. ( ST-J1026 )

M

A

T

C

H

LIN

E ( 6822

+00.00 )

D

R

A

WING NO. ( ST-J1026 )

M

A

T

C

H

LIN

E ( 6822

+00.00 )

D

R

A

WING NO. ( ST-J1028 )

M

A

T

C

H

LIN

E ( 6832

+00.0

0 )

NB STATION TRACK •

NB HSR • 

SB HSR • SB STATION TRACK •

STORAGE TRACK •

NB STATION

"FB LGA"

TOTAL LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE) 

1300'VC R/C= 0.0631%/STA

PILE CAP (TYP)

CIDH PILE (TYP)

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

BAKERSFIELD HST VIADUCT

S. DULOR

LOCALLY GENERATED ALTERNATIVE

S. DULOR

TOP OF RAIL "FB LGA" LINE

BENT 101

120'-0" 120'-0" 120'-0" 95'-0" 155'-0" 100'-0" 120'-0" 120'-0" 120'-0"

APPROX OG = FG

BENT 103

CONTINUOUS SPANS

E. HEREFORD

E. HEREFORD

 TRACK

STATION

 POTO

110 MPH

BENT 106 BENT 107

CONTINUOUS SPANS

E

L

E

V 464.13

6822

+55

"FB LGA"

ELE

V 461.38

6830

+85

"FB LGA"

10/28/16

ACCESS

STAIRWAY 

VIADUCT 

ACCESS

STAIRWAY 

VIADUCT 

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1027.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 3:35:46 PM 10/25/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

3 4 6825+00 6 7 8 9 6830+00 1

GOLDEN STATE AVE (SR-99B)

C

ANA

L

C

A

L

L

O

WAY

6822+00 6823+00 6824+00 6825+00 6826+00 6827+00 6828+00 6829+00 6830+00 6831+00 6832+00
AS SHOWN

HSR13-44

ST-J1028

NT 110 BENT 111 BENT 112

BENT 114

NO SCALE

SCALE: 1" = 40'

ELEVATION

SCALE: 1" = 40'

PILE CAP (TYP)

PARAPET TOP OF RAIL

DRAWING NO. (ST-J1029)

MATCHLINE( 6842+00.000)

DRAWING NO. 

(ST

-J1029)

MAT

CHLINE( 6842

+00.000)

1300'VC

6842+00

D

ST-B0008

"FB LGA"

FRESNO TO BAKERSFIELD

STATION 6832+00 TO 6842+00

PLAN AND ELEVATION

ELEV 460.63

6844+50.00 EVC

NB HSR • 

SB HSR • SB STATION TRACK • 

120'-0" 120'-0" 120'-0" 120'-0" 110'-0" 100'-0"

R/C= 0.0631%/STA

BENT 113

 

ON

PLAN

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

TOP OF RAIL "FB LGA" LINE

= FGAPPROX OG

LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

BENT 115

6842+00

EL

E

V 460

.08

6841

+

5

5

"F

B

LGA

"

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 6840+00 1

BIKE

TRAIL

PARKWAY KERN RIVER

6836+00 6837+00 6838+00 6839+00 6840+00 6841+00 6842+00
AS SHOWN

HSR13-44

ST-J1029

NO SCALE

+0.250%

SCALE: 1" = 40'

ELEVATION

PARAPET TOP OF RAIL

PILE CAP (TYP)

K

APPROX OG

DRAWING NO. 

(ST

-J1030)

MAT

CHLINE( 6852

+00.000)

DRAWING NO. (ST-J1030)

MATCHLINE( 6852+00.000)

ENT 119 BENT 120 BENT 121 BENT 122

SCALE: 1" = 40'

6852+00

F

ST-B0010

EDGE OF DECK

EDGE OF DECK

"FB LGA"

FRESNO TO BAKERSFIELD

STATION 6842+00 TO 6852+00

PLAN AND ELEVATION

NB STATION TRACK • 

SB HSR • 

NB HSR • 

E

ST-B0009

6852+00

PLATFORMSB STATION

PLATFORMNB STATION

CIDH PILE, TYP

PLAN

CONTINUOUS SPANS

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

TOP OF RAIL "FB LGA" LINE

PED BRIDGE

200'-0" 130'-0" 90'-0" 120'-0" 120'-0"

ELEV 477.50

6912+00.00 BVC

LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

NOTE: STATION PLATFORM NOT SHOWN

BENT 123

15° SKEW, (TYP)

ELEV 462.28

6851+10

"FBLGA"

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 6850+00 1 2

CARRIER

CANAL

6846+00 6847+00 6848+00 6849+00 6850+00 6851+00 6852+00
AS SHOWN

HSR13-44

ST-J1030

+0.250%

NO SCALE

ELEVATION

SCALE: 1" = 40'

 DECK PARAPET TOP OF RAIL

(TYP) EDGE OF DECK

SCALE: 1" = 40'

BENT 127 BENT 128 BENT 129 BENT 130 BENT 131

DRAWING NO. 

(ST

-J1031)

MAT

CHLINE( 6862

+00.000)

DRAWING NO. (ST-J1031)

MATCHLINE( 6862+00.000)

6862+00

6862+00

E

ST-B0009

FRESNO TO BAKERSFIELD

STATION 6852+00 TO 6862+00

PLAN AND ELEVATION

NB HSR • 

SB HSR • SB STATION TRACK • 

NB STATION TRACK • 

120'-0" 120'-0" 120'-0" 120'-0" 120'-0"

90'-0"

PLAN

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

TOP OF RAIL "FB LGA" LINE

LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

= FGAPPROX OG

NOTE: STATION PLATFORM NOT SHOWN

ELEV 477.50

6912+00.00 BVC

BENT 132

ELEV 464.98

6861+90

"FBLGA"

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 6860+00 1

6856+00 6857+00 6858+00 6859+00 6860+00 6861+00 6862+00
AS SHOWN

HSR13-44

ST-J1031

+0.250%

NO SCALE

SCALE: 1" = 40'

PILE CAP (TYP)

SCALE: 1" = 40'

ELEVATION

PARAPET TOP OF RAIL

BENT 136 BENT 137 BENT 139

DRAWING NO. (ST-J1032)

MATCHLINE( 6872+00.000)

DRAWING NO. 

(ST

-J1032)

MAT

CHLINE( 6872

+00.000)

6872+00

6872+00

D

ST-B0008

"FB LGA"

FRESNO TO BAKERSFIELD

STATION 6862+00 TO 6872+00

PLAN AND ELEVATION

SB STATION TRACK • 

SB STATION STORAGE TRACK • 

NB HSR • NB STATION TRACK • 

SB HSR • 

-INT-FST-S-H1)

TERLOCKING HOUSE

 LENGTH OF VIADUCT = 40044-5" (MEASURED ALONG "FB LGA" LINE)

PLAN

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

TOP OF RAIL "FB LGA" LINE

BENT 138

= FGAPPROX OG

NOTE: STATION PLATFORM NOT SHOWN

ELEV 477.50

6912+00.00 BVC

115'-0" 110'-0" 120'-0" 120'-0" 120'-0" 120'-0"

Min

15'-0"

Min

15'-0"

BENT 140

ELEV 467.26

6871+05

"FBLGA"

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 6870+00 1 2

6866+00 6867+00 6868+00 6869+00 6870+00 6871+00 6872+00
AS SHOWN

HSR13-44

ST-J1032

+0.250%

NO SCALE

DECK PARAPET TOP OF RAIL

SCALE: 1" = 40'

ELEVATION

SCALE: 1" = 40'

EDGE OF DECK

BENT 144 BENT 145

BENT 147

D

R

A

W

ING NO

.

(

S

T

-

J

103

3

)

M

A

T

C

H

L

IN

E

(

6882

+

0

0

.

0

0

0

)

DRAWING NO. (ST-J1033)

MATCHLINE( 6882+00.000)

1

1

6882+00

"FB LGA"

FRESNO TO BAKERSFIELD

STATION 6872+00 TO 6882+00

PLAN AND ELEVATION

NB HSR • 

SB HSR • 

48'-4"

(S-INT-FST-S-H3)MASTER INTERLOCKING HOUSE

STORAGE TRACK • 

SB STATION

OTO

6882+00

 

 

CIDH PILE (TYP)

PLAN

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

TOP OF RAIL "FB LGA" LINE

LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

CONTINUOUS SPANS

48'-4"

= FGAPPROX OG

BENT 146

ELEV 477.50

6912+00.00 BVC

130'-0" 140'-0" 120'-0" 150'-0" 210'-0"

CONTINUOUS SPANS

BENT 148

ELEV 469.81

6881+25

"FBLGA"

I

ST-B0013

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 6880+00 1 2

CHESTER

AVE

32ND

ST

6876+00 6877+00 6878+00 6879+00 6880+00 6881+00 6882+00

T

S

6878

+07

.18
AS SHOWN

+0.250%

NO SCALE

PARAPET 

TOP OF RAIL

APPROX FG

ELEVATION

SCALE: 1" = 40'

EDGE OF DECK

DGE OF DECK

SCALE: 1" = 40'

)

ENT 151 BENT 152 BENT 153

BENT 154 BENT 155

DRAWING NO. (ST-J1034)

MATCHLINE( 6892+00.000)

D

R

A

W

ING NO. 

(

S

T

-

J1034

)

M

A

T

C

H

L

IN

E

( 6892

+00

.000

)

HSR13-44

ST-J1033

1

A

ST-B0006

"FB LGA"

FRESNO TO BAKERSFIELD

BENT 156

STATION 6882+00 TO 6892+00

PLAN AND ELEVATION

SB HSR • 

NB HSR • 

CIDH PILE (TYP)

6892+00

PLAN

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

TOP OF RAIL "FB LGA" LINE

95'-0" 90'-0" 120'-0" 120'-0" 100'-0" 100'-0" 100'-0"

52'-5"

ELEV 477.50

6912+00.00 BVC

LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

BENT 157

6892+00

ELEV 472.49

6891+95

"FBLGA"

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 6890+00 1 2

30TH

ST

L

ST

6886+00 6887+00 6888+00 6889+00 6890+00 6891+00 6892+00
AS SHOWN

NO SCALE

+0.250%

SCALE: 1" = 40'

SCALE: 1" = 40'

ELEVATION

ECK

PILE CAP (TYP)

PARAPET TOP OF RAIL

APPROX FG

BENT 161 BENT 162 BENT 163

DRAWING NO. (ST-J1035)

MATCHLINE( 6902+00.000)

D

R

A

W

ING

N

O

.

(

S

T

-

J10

3

5

)

M

A

T

C

H

L

IN

E

( 690

2

+

0

0

.000

)

HSR13-44

ST-J1034

6902+00

"FB LGA"

A

ST-B0006

FRESNO TO BAKERSFIELD

BENT 165

STATION 6892+00 TO 6902+00

PLAN AND ELEVATION

NB HSR • 

SB HSR • 

BENT 164

1

PLAN

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

TOP OF RAIL "FB LGA" LINE

110'-0" 110'-0" 90'-0" 110'-0" 110'-0" 110'-0" 120'-0"

ELEV 477.50

6912+00.00 BVC

LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

BENT 166

6902+00

ELEV 474.91

6901+65

"FBLGA"

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 6900+00 1

O

ST

S

C 6898

+07

.18

6896+00 6897+00 6898+00 6899+00 6900+00 6901+00 6902+00

S

C 6898

+07

.18
AS SHOWN

NO SCALE

PARAPET TOP OF RAIL

SCALE: 1" = 40'

ELEVATION

SCALE: 1" = 40'

+0.250%

D

R

A

W

IN

G NO. 

(

S

T

-

J

103

6

)

M

A

T

C

H

L

IN

E

(

6

912

+00

.00

0

)

DRAWING NO. (ST-J1036)

MATCHLINE( 6912+00.000)

BENT 170 BENT 171 BENT 172

HSR13-44

ST-J1035

"FB LGA"

A

ST-B0006

1

FRESNO TO BAKERSFIELD

BENT 173

STATION 6902+00 TO 6912+00

PLAN AND ELEVATION

SB HSR • 

NB HSR • 

57'-6"

100'-0" 120'-0" 120'-0" 120'-0" 120'-0" 110'-0

6912+00

CIDH PILE (TYP)

1 

PILE CAP (TYP)

PLAN

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

TOP OF RAIL "FB LGA" LINE

ELEV 477.50

6912+00.00 BVC

LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

=FGAPPROX OG

BENT 174

6912+00

ELE

V 477

.26

6911+05

"FBLGA"

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 6910+00 1 2

Q

ST

6906+00 6907+00 6908+00 6909+00 6910+00 6911+00 6912+00
AS SHOWN

NO SCALE

ELE

V 479.44

6922

+00

"FB LGA"

TOP OF RAIL

PARAPET TOP OF DECK

SCALE: 1" = 40'

SCALE: 1" = 40'

ELEVATION

EDGE OF DECK

EDGE OF DECK

D

R

A

W

IN

G

N

O.( ST-J1037 )

M

A

T

C

H

L

IN

E ( 692

2

+

0

0.0

0

0 )

D

R

A

WING NO. ( ST-J1037 )

M

A

T

C

H

LIN

E ( 6922

+00.000 )

D

R

A

WING NO. ( ST-J1035 )

M

A

T

C

H

LIN

E ( 6912

+00.000 )

D

R

A

W

ING NO. ( ST-J1035 )

M

A

T

C

H

L

IN

E ( 6912

+00.000 )

BENT 175 BENT 176 BENT 177 BENT 178 BENT 179 BENT 180 BENT 181

DATUM ELEV 350.00

HSR13-44

ST-J1036

 

 

 

 

 

1600' VC

1

6912+00 6922+00

G

ST-B0011

A

ST-B0006

"FB LGA"

FRESNO TO BAKERSFIELD

BENT 182

STATION 6912+00 TO 6922+00

PLAN AND ELEVATION

16'-6" 18'-1"

ELEV 477.50

6912+00.00 BVC

ELEV 480.06

6928+00.00 EVC

SB HSR • 

NB HSR • 

6912+00 6922+00

1 1

1 1

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

N. METWASHLA

S. DULOR

BAKERSFIELD HST VIADUCT

D. WILEY

LOCALLY GENERATED ALTERNATIVE

S. DULOR

HSR ROW

TOTAL LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

R/C= -0.011%/STA

TOP OF RAIL "FB LGA" LINE

= FG

APPROX OG

CONTINUOUS SPANS

PURPOSES, TYP

ACCESS

CASING FOR 

ISOLATION 

OVERSIZE 

110'-0" 113'-5 5/8 " 120'-0" 125'-0" 140'-0" 125'-0" 120'-0" 120'-0" 120'-0"

BENT 183

ELE

V 477.54

6912

+15

"FB LGA"

A

ST-B0006

10/28/16

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1036.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 3:54:08 PM 10/24/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

2 3 4 6915+00 6 7 8 9 6920+00 1 2

SR-178

WB

SR-178

EB

6912+00 6913+00 6914+00 6915+00 6916+00 6917+00 6918+00 6919+00 6920+00 6921+00 6922+00
AS SHOWN

NO SCALE

+0.070%

SCALE: 1" = 40'

SCALE: 1" = 40'

ELEVATION

BENT 186

BENT 187

BENT 189

EDGE OF DECK

EDGE OF DECK

PARAPET TOP OF RAIL

D

R

A

W

ING

N

O. 

(

S

T

-

J

1

0

3

8

)

M

A

T

C

H

L

IN

E

(

6

9

3

2

+

0

0

.

0

0

0

)

DRAWING NO. (ST-J1038)

MATCHLINE( 6932+00.000)

HSR13-44

ST-J1037

6932+00

GA"

FRESNO TO BAKERSFIELD

STATION 6922+00 TO 6932+00

PLAN AND ELEVATION

58'-5"

ELEV 480.06

6928+00.00 EVC

SB HSR • 

NB HSR • 

1 1

1

BENT 188

BENT 190

6932+00

EXIST TRACK •

A

ST-B0006

PLAN

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

TOP OF RAIL "FB LGA" LINE

LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

 OG

ELEV 492.22

7101+04.43

CONTINUOUS SPANS

" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0"

ELEV 480.27

6931+00

"FBLGA"

6 7 8 9 6930+00 1 2

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

24TH ST

6926+00 6927+00 6928+00 6929+00 6930+00 6931+00 6932+00
 

 

 

 

 

AS SHOWN

NO SCALE

+0.070%

SCALE: 1" = 40'

SCALE: 1" = 40'

ELEVATION

DATUM ELEV 350.00

TOP OF DECK TOP OF RAIL PARAPET

HSR ROW

EDGE OF DECK

EDGE OF DECK

BENT 191

D

R

A

W

IN

G

N

O.( ST-J1039 )

M

A

T

C

H

L

IN

E ( 6942

+

0

0.00

0 )

D

R

A

WING NO. ( ST-J1039 )

M

A

T

C

H

LIN

E ( 6942

+00.000 )

D

R

A

WING NO. ( ST-J1037 )

M

A

T

C

H

LIN

E ( 6932

+00.000 )

D

R

A

W

ING NO. ( ST-J1037 )

M

A

T

C

H

L

IN

E ( 6932

+00.000 )

HSR13-44

ST-J1038

1

1

6932+00 6942+00

6932+00 6942+00

A

ST-B0006

G

ST-B0011

"FB LGA"

C

ST-B0007

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

STATION 6932+00 TO 6942+00

ELEV 480.06

6928+00.00 EVC

28'-9"

NB HSR • 

SB HSR • 

EXIST TRACK •

BENT 192 BENT 193 BENT 194 BENT 195 BENT 196 BENT 197 BENT 198

120'-0" 90'-0" 120'-0" 120'-0" 130'-0" 160'-0" 130'-0" 120'-0" 120'-0"

C

ST-B0007

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

D. WILEY

BAKERSFIELD HST VIADUCT

N. METWASHLA

S. DULOR

LOCALLY GENERATED ALTERNATIVE

S. DULOR

TOTAL LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

TOP OF RAIL "FB LGA" LINE

ELEV 492.22

7101+04.43

33'-5" 35'-9"

= FG

APPROX OG

CONTINUOUS SPANS

ELE

V 480.36

6932

+20

"FB LGA"

ELE

V 480.97

6940

+90

"FB LGA"

10/28/16

ACCESS

STAIRWAY

VIADUCT

ACCESS

STAIRWAY

VIADUCT

S-SS-SUM

SUBSTATION (OPTION 2)

S-SS-SUM

SUBSTATION (OPTION 1)

(OPTION 2)

ACCESS

STAIRWAY

VIADUCT

(OPTION 1)

ACCESS

STAIRWAY

VIADUCT

2 3 4 6935+00 6 7 8 9 6940+00 1 2

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1038.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 3:08:43 PM 10/25/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

SUMNER ST

UNION

AVE

6932+00 6933+00 6934+00 6935+00 6936+00 6937+00 6938+00 6939+00 6940+00 6941+00 6942+00
+0.070%

NO SCALE

SCALE: 1" = 40'

ELEVATION

TOP OF RAIL PARAPET

SCALE: 1" = 40'

EDGE OF DECK

EDGE OF DECK

DRAWING NO. (ST-J1040)

MATCHLINE( 6952+00.000)

AS SHOWN

HSR13-44

ST-J1039

6952+00

6952+00

D

R

A

W

ING NO

.

(

S

T

-

J10

4

0

)

M

A

T

C

H

L

IN

E

(

6

952

+00

.

0

0

0

)

G

0011

"FB LGA"

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

STATION 6942+00 TO 6952+00

SB HSR • 

NB HSR • 

• EXIST TRACK

BENT 203 BENT 204 BENT 206

1

PLAN

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

TOP OF RAIL "FB LGA" LINE

HSR ROW

= FGAPPROX OG

ELEV 492.22

7101+04.43

CONTINUOUS SPANS

BENT 205

60'-0" 230'-0" 160'-0" 90'-0" 90'-0"

ELEV 481.70

6951+30

"FBLGA"

6 7 8 9 6950+00 1 2

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

SUMNER ST

S

T

S

ONORA

6946+00 6947+00 6948+00 6949+00 6950+00 6951+00 6952+00
+0.070%

NO SCALE

TOP OF DECK PARAPET TOP OF RAIL

SCALE: 1" = 40'

ELEVATION

DATUM ELEV 350.00

SCALE: 1" = 40'

EDGE OF DECK

EDGE OF DECK

BENT 207

 

 

 

 

 

D

R

A

WING NO. ( ST-J1039 )

M

A

T

C

H

LIN

E ( 6952

+00.000 )

D

R

A

WING NO. ( ST-J1041 )

M

A

T

C

H

LIN

E ( 6962

+00.000 )

D

R

A

W

ING NO. ( ST-J1039 )

M

A

T

C

H

L

IN

E ( 6952

+00.000 )

D

R

A

W

ING NO. ( ST-J1041 )

M

A

T

C

H

L

IN

E ( 6962

+00.000 )

AS SHOWN

HSR13-44

ST-J1040

1 1 1

6952+00 6962+00

6952+00 6962+00

C

ST-B0007

A

ST-B0006

"FB LGA"

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

STATION 6952+00 TO 6962+00

SB HSR • 

NB HSR • 

49'-5"

ELEV 480.06

6928+00.00 EVC

• EXIST TRACK

BENT 210 BENT 211 BENT 212 BENT 213 BENT 214 BENT 215

32-6"

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

D. WILEY

BAKERSFIELD HST VIADUCT

N. METWASHLA

S. DULOR

LOCALLY GENERATED ALTERNATIVE

S. DULOR

TOP OF RAIL "FB LGA" LINE

TOTAL LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

ELEV 492.22

7101+04.43

HSR ROW

BENT 209

CONTINUOUS SPANS

BENT 208

= FG

APPROX OG

90'-0" 120'-0" 115'-0" 135'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0" ELE

V 481.76

6952

+20

"FB LGA"

ELE

V 482.45

6961

+90

"FB LGA"

10/28/16

CRASH CUSHION

2 3 4 6955+00 6 7 8 9 6960+00 1 2

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1040.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 1:04:48 PM 10/27/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

INY

O ST

TULARE ST

SUMNER ST

CS 6955

+67.06

6952+00 6953+00 6954+00 6955+00 6956+00 6957+00 6958+00 6959+00 6960+00 6961+00 6962+00

CS 6955

+67.06
SCALE: 1" = 40'

SCALE: 1" = 40'

ELEVATION

+0.070%

NO SCALE

APET TOP OF DECK TOP OF RAIL

D

R

A

W

IN

G

N

O

.

(

S

T

-

J

1

0

4

2

)

M

A

T

C

H

L

IN

E

(

6

972

+

0

0

.

0

0

0

)

D

R

A

W

ING NO. 

(

S

T

-

J1042

)

M

A

T

C

H

L

IN

E

(

6

9

7

2

+

0

0

.000

)

AS SHOWN

HSR13-44

ST-J1041

1 1

6972+00

6972+00

A

6

"FB LGA"

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

STATION 6962+00 TO 6972+00

48'-9"

NB HSR • 

SB HSR • 

C

ST-B0007

BENT 219 BENT 220 BENT 221 BENT 222 BENT 223

CONTINUOUS SPANS

0" 135'-0" 210'-0" 135'-0" 100'-0" 100'-0"

PLAN

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

= FGAPPROX OG

TOP OF RAIL "FB LGA" LINE

ELEV 492.227101+04.43

LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

30'-11"

ELEV 483.14

6971+80

"FBLGA"

A

ST-B0006

6 7 8 9 6970+00 1 2

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

B

A

K

E

R

S

T

SUMNER ST

6966+00 6967+00 6968+00 6969+00 6970+00 6971+00 6972+00
+0.070%

NO SCALE

TOP OF DECK PARAPET TOP OF RAIL

DATUM ELEV 350.00

SCALE: 1" = 40'

ELEVATION

SCALE: 1" = 40'

EDGE OF DECK

EDGE OF DECK

 

 

 

 

 

D

R

A

WING NO. ( ST-J1041 )

M

A

T

C

H

LIN

E ( 6972

+00.000 )

D

R

A

WING NO. ( ST-J1043 )

M

A

T

C

H

LIN

E ( 6982

+00.000 )

D

R

A

WING NO. ( ST-J1043 )

M

A

T

C

H

LIN

E ( 6982

+00.000 )

D

R

A

WING NO. ( ST-J1041 )

M

A

T

C

H

LIN

E ( 6972

+00.0

0

0 )

AS SHOWN

HSR13-44

ST-J1042

1 1

6972+00 6982+00

6972+00 6982+00

A

ST-B0006

C

ST-B0007

"FB LGA"

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

STATION 6972+00 TO 6982+00

ELEV 480.06

6928+00.00 EVC

24'-1"

NB HSR • 

SB HSR • 

110 MPH POTO

BENT 224 BENT 225 BENT 226 BENT 227

BENT 228 BENT 229 BENT 230 BENT 231

100'-0" 120'-0" 110'-0" 110'-0" 100'-0" 180'-0" 100'-0" 100'-0" 110'-0"

BRIDGE

EXIST

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

D. WILEY

BAKERSFIELD HST VIADUCT

N. METWASHLA

S. DULOR

LOCALLY GENERATED ALTERNATIVE

S. DULOR

TOP OF RAIL "FB LGA" LINE

ELEV 492.22

7101+04.43

HSR ROW

TOTAL LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

= FG

APPROX OG

20'-2"

CONTINUOUS SPANS CONTINUOUS SPANS

ELE

V 483.21

6972

+80

"FB LGA"

ELE

V 483.79

6981

+00

"FB LGA"

A

ST-B0006

10/28/16

2 3 4 6975+00 6 7 8 9 6980+00 1 2

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1042.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 2:48:10 PM 10/25/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

BE

ALE AV

E

SUMNER ST

KING ST

ST 6975

+67.06

6972+00 6973+00 6974+00 6975+00 6976+00 6977+00 6978+00 6979+00 6980+00 6981+00 6982+00

ST 6975

+67.06
+0.070%

NO SCALE

TOP OF DECK PARAPET TOP OF RAIL

BENT 232

DATUM ELEV 350.00

SCALE: 1" = 40'

ELEVATION

SCALE: 1" = 40'

EDGE OF DECK

EDGE OF DECK

BENT 233 BENT 234 BENT 235 BENT 236 BENT 237 BENT 238 BENT 239

 

 

 

 

 

D

R

A

WING NO. ( ST-J1042 )

M

A

T

C

H

LIN

E ( 6982

+00.000 )

D

R

A

WING NO. ( ST-J1042 )

M

A

T

C

H

LIN

E ( 6982

+00.00

0 )

D

R

A

WING NO. ( ST-J1044 )

M

A

T

C

H

LIN

E ( 6992

+00.000 )

D

R

A

WING NO. ( ST-J104

4 )

M

A

T

C

H

LIN

E ( 6992+00.000 )

AS SHOWN

HSR13-44

ST-J1043

1 1

6982+00 6992+00

A

ST-B0006

"FB LGA"

FRESNO TO BAKERSFIELD

BENT 240

120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0"

PLAN AND ELEVATION

STATION 6982+00 TO 6992+00

ELEV 480.06

6928+00.00 EVC

NB HSR • 

SB HSR • 

48'-10"

6982+00 6992+00

110'-0" 96'-0"

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

D. WILEY

BAKERSFIELD HST VIADUCT

N. METWASHLA

S. DULOR

LOCALLY GENERATED ALTERNATIVE

S. DULOR

HSR ROW

= FG

APPROX OG

TOTAL LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

ELEV 492.22

7101+04.43

TOP OF RAIL "FB LGA" LINE

ACCESS

STAIRWAY

VIADUCT

ACCESS

VIADUCT STAIRWAY

CONTINUOUS SPANS CONTINUOUS SPANS CONTINUOUS SPANS ELE

V 483.86

6982

+10

"FB LGA"

ELE

V 484.54

6991

+70

"FB LGAA"

10/28/16

S-INT-SUM-H1

INTERLOCKING HOUSE

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1043.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 3:17:09 PM 10/25/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

6982+00 6983+00 6984+00 6985+00 6986+00 6987+00 6988+00 6989+00 6990+00 6991+00 6992+00

O

W

E

NS ST

GAG

E ST

SUMNER ST

2 3 4 6985+00 6 7 8 9 6990+00 1 2
+0.070%

NO SCALE

SCALE: 1" = 40'

ELEVATION

SCALE: 1" = 40'

DATUM ELEV 350.00

TOP OF DECK PARAPET TOP OF RAIL

EDGE OF DECK

EDGE OF DECK

BENT 241 BENT 242 BENT 244 BENT 245 BENT 246

 

 

 

 

 

D

R

A

WING NO. ( ST-J1043 )

M

A

T

C

H

LIN

E ( 6992

+00.000 )

D

R

A

WING NO. ( ST-J1045 )

M

A

T

C

H

LIN

E ( 7002

+00.000 )

D

R

A

WING NO. ( ST-J1045 )

M

A

T

C

H

LIN

E ( 7002+00.000 )

D

R

A

WING NO. ( ST-J1043 )

M

A

T

C

H

LIN

E ( 6992

+00.00

0 )

AS SHOWN

HSR13-44

ST-J1044

1 1

6992+00

A

ST-B0006

C

ST-B0007

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

STATION 6992+00 TO 7002+00

SB HSR • 

NB HSR • 

ELEV 480.06

6928+00.00 EVC

55'-6"

52'-4"

50'-5"

6992+00 7002+00

110 MPH POTO

• EXISTING TRACKS

110 MPH POTO

S-INT-SUM-H2 (SITE A)

INTERLOCKING HOUSE

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

D. WILEY

BAKERSFIELD HST VIADUCT

N. METWASHLA

S. DULOR

LOCALLY GENERATED ALTERNATIVE

S. DULOR

TOP OF RAIL "FB LGA" LINE

TOTAL LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

CONTINUOUS SPANS

HSR ROW

= FG

APPROX OG

ELEV 492.22

7101+04.43

BENT 243 BENT 247

96'-0" 90'-0" 90'-0" 150'-0" 220'-0" 146'-0" 125'-0" 128'-0"

CONTINUOUS SPANS

ACCESS

STAIRWAY

VIADUCT

ACCESS

VIADUCT STAIRWAY

25'-2"

25'-6"

CONTINUOUS SPANS

7002+00

ELE

V 484.61

6992

+66

"FB LGA"

ELE

V 485.18

7000

+87

"FB LGA"

10/28/16

CLR

CLR

2 3 4 6995+00 6 7 8 9 7000+00 1 2

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1044.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 5:42:52 PM 10/24/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

SUMNER ST

MILLE

R ST

HALE

Y ST

"FB LGA"

6992+00 6993+00 6994+00 6995+00 6996+00 6997+00 6998+00 6999+00 7000+00 7001+00 7002+00
+0.070%

NO SCALE

SCALE: 1" = 40'

SCALE: 1" = 40'

ELEVATION

DATUM ELEV 350.00

TOP OF DECK PARAPET TOP OF RAIL

EDGE OF DECK

EDGE OF DECK

BENT 249 BENT 250 BENT 251 BENT 252 BENT 253 BENT 254 BENT 255 BENT 248

 

 

 

 

 

D

R

A

WING NO. ( ST-J1044 )

M

A

T

C

H

LIN

E ( 7002

+00.000 )

D

R

A

WING NO. ( ST-J1046 )

M

A

T

C

H

LIN

E ( 7012

+00.000 )

D

R

A

WING NO. ( ST-J1044 )

M

A

T

C

H

LIN

E ( 7002

+00.00

0 )

D

R

A

WING NO. ( ST-J1046 )

M

A

T

C

H

LIN

E ( 7012+00.000 )

AS SHOWN

HSR13-44

ST-J1045

1

7002+00 7012+00

"FB LGA"

A

ST-B0006

FRESNO TO BAKERSFIELD

BENT 256

128'-0" 135'-0" 120'-0" 120'-0" 110'-0" 110'-0" 110'-0" 110'-0" 120'-0" 120'-0"

PLAN AND ELEVATION

STATION 7002+00 TO 7012+00

ELEV 480.06

6928+00.00 EVC

SB HSR • 

 NB HSR • 

38'-9"

7002+00 7012+00

110 MPH POTO

S-INT-TRU-H1 (SITE B)

INTERLOCKING HOUSE

EXIST TRACK •

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

D. WILEY

BAKERSFIELD HST VIADUCT

N. METWASHLA

S. DULOR

LOCALLY GENERATED ALTERNATIVE

S. DULOR

HSR ROW

TOTAL LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

TOP OF RAIL "FB LGA" LINE

ELEV 492.22

7101+04.43

= FG

APPROX OG

CONTINUOUS SPANS CONTINUOUS SPANS

ELE

V 485.93

7011

+50

"FB LGA"

ELE

V 485.27

7002

+15

"FB LGA"

CONTINUOUS SPANS

10/28/16

ACCESS

STAIRWAY 

VIADUCT 

ACCESS

STAIRWAY 

VIADUCT 

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1045.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 12:47:28 PM 10/27/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

7002+00 7003+00 7004+00 7005+00 7006+00 7007+00 7008+00 7009+00 7010+00 7011+00 7012+00

SUMNER ST

HALE

Y ST

2 3 4 7005+00 6 7 8 9 7010+00 1 2
NO SCALE

SCALE: 1" = 40'

ELEVATION

DATUM ELEV 350.00

PARAPET TOP OF DECK TOP OF RAIL

EDGE OF DECK

SCALE: 1" = 40'

BENT 257 BENT 258 BENT 259 BENT 260 BENT 261 BENT 262

+0.070%

EDGE OF DECK

 

 

 

 

 

D

R

A

WING NO. ( ST-J1045 )

M

A

T

C

H

LIN

E ( 7012

+00.000 )

D

R

A

WING NO. ( ST-J1045 )

M

A

T

C

H

LIN

E ( 7012

+00.000 )

D

R

A

WING NO. ( ST-J1047 )

M

A

T

C

H

LIN

E ( 7022

+00.000 )

D

R

A

WING

N

O.( ST-J10

47 )

M

A

T

C

H

LIN

E ( 7022+

0

0.00

0 )

AS SHOWN

HSR13-44

ST-J1046

7012+00 7022+00

7012+00 7022+00

A

ST-B0006

C

ST-B0007

"FB LGA"

EXIST TRACKS •

EXIST TRACKS •

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

STATION 7012+00 TO 7022+00

SB HSR • 

NB HSR • 

ELEV 480.06

6928+00.00 EVC

55'-7"

PILE CAP

1 1

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

K. BERRY

BAKERSFIELD HST VIADUCT

S. DULOR

LOCALLY GENERATED ALTERNATIVE

S. DULOR

100'-0" 100'-0" 90'-0" 160'-0" 110'-0" 120'-0" 120'-0" 135'-0" 135'-0"

TOP OF RAIL "FB LGA" LINE

BENT 263 BENT 264

41'-8" 42'-6"

TOTAL LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

CONTINUOUS SPANS

ELEV 492.22

7101+04.43 

= FG

APPROX OG

36'-0"

44'-5"

28'-4"

K. BERRY

42'-3"

CONTINUOUS SPANS

ELE

V 486.01

7012

+70

"FB LGA"

ELE

V 486.59

7020

+85

"FB LGA"

10/28/16

CLR

CLR

CLR

CLR

3 4 7015+00 6 7 8 9 7020+00 1

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1046.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 10:24:06 AM 10/27/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

E TRUXTUN AVE

ST

WASHINGTON

EDISON HWY

TS 7013

+88.96

7012+00 7013+00 7014+00 7015+00 7016+00 7017+00 7018+00 7019+00 7020+00 7021+00 7022+00

TS 7013

+88.96
AS SHOWN

NO SCALE

PARAPET TOP OF RAIL

SCALE: 1" = 40'

ELEVATION

SCALE: 1" = 40'

EDGE OF DECK

EDGE OF DECK PILE CAP (TYP)

120'-0"

BENT 269

DRAWING NO. (ST-J1048)

MATCHLINE( 7032+00.000)

D

R

A

W

IN

G NO. 

(

S

T

-

J

1048

)

M

A

T

C

H

L

IN

E

( 70

3

2

+

0

0

.

0

0

0

)

HSR13-44

ST-J1047

7032+00

A

ST-B0006

"FB LGA"

FRESNO TO BAKERSFIELD

BENT 270

PLAN AND ELEVATION

STATION 7022+00 TO 7032+00

7032+00

NB HSR • 

SB HSR • 

PLAN

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

TOP OF RAIL "FB LGA" LINE

LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

+0.070%

'-0" 120'-0" 100'-0" 120'-0" 120'-0" 120'-0"

BENT 271 BENT 272 BENT 273 BENT 274

CLRMIN VERT56'-10"

ELEV 492.22

7101+04.43

ELEV 487.36

7031+90

"FBLGA"

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 7030+00 1 2

OGDEN

ST

EDISON HWY

7026+00 7027+00 7028+00 7029+00 7030+00 7031+00 7032+00
AS SHOWN

NO SCALE

SCALE: 1" = 40'

SCALE: 1" = 40'

ELEVATION

PARAPET TOP OF RAIL

77

K

DRAWING NO. (ST-J1049)

MATCHLINE( 7042+00.000)

D

R

A

W

ING NO. 

(

S

T

-

J104

9

)

M

A

T

C

H

L

IN

E

( 7042

+00

.000

)

HSR13-44

ST-J1048

1

1

7042+00

A

ST-B0006

"FB LGA"

FRESNO TO BAKERSFIELD

BENT 278

120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0"

PLAN AND ELEVATION

STATION 7032+00 TO 7042+00

NB HSR • 

SB HSR • 

7042+00

CIDH PILE, (TYP)

54'-2"

PLAN

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

+0.070%

TOP OF RAIL "FB LGA" LINE

LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

BENT 279 BENT 280 BENT 281 BENT 282

ELEV 492.22

7101+04.43

= FG

APPROX OG

ELEV 488.04

7041+50

"FBLGA"

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 7040+00 1 2

CHAMBERLAIN

AVE

EDISON HWY

C

S

7

0

3

7

+

2

4

.

1

2

7036+00 7037+00 7038+00 7039+00 7040+00 7041+00 7042+00

C

S

7

0

3

7

+

2

4

.

1

2
AS SHOWN

NO SCALE

SCALE: 1" = 40'

ELEVATION

SCALE: 1" = 40'

DATUM ELEV 350.00

TOP OF DECK PARAPET TOP OF RAIL

EDGE OF DECK

PILE CAP (TYP) EDGE OF DECK

BENT 283 BENT 284 BENT 285

D

R

A

WING NO. ( ST-J1048 )

M

A

T

C

H

LIN

E ( 70

42+

0

0.000 )

D

R

A

WING NO. ( ST-J105

0 )

M

A

T

C

H

LIN

E ( 7052+00.00

0 )

D

R

A

WING NO. ( ST-J1050 )

M

A

T

C

H

LIN

E ( 7052

+00.000 )

D

R

A

WING NO. ( ST-J1048 )

M

A

T

C

H

LIN

E ( 7042

+00.000 )

HSR13-44

 

 

 

 

 

ST-J1049

1

7042+00 7052+00

"FB LGA"

FRESNO TO BAKERSFIELD

BENT 286

PLAN AND ELEVATION

STATION 7042+00 TO 7052+00

7042+00 7052+00

A

ST-B0006

SB HSR • 

NB HSR • 

26'-6"

EXIST TRACK • 

BRIDGE

EXIST

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

K. BERRY

BAKERSFIELD HST VIADUCT

S. DULOR

LOCALLY GENERATED ALTERNATIVE

S. DULOR

+0.070%

ELEV 480.06

6928+00.00 EVC

TOP OF RAIL "FB LGA" LINE

CONTINUOUS SPANS

TOTAL LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

BENT 287 BENT 288 BENT 289 BENT 290

120'-0" 120'-0" 120'-0" 120'-0" 150'-0" 120'-0" 120'-0" 120'-0" 120'-0"

K. BERRY

ELEV 492.22

7101+04.43

= FG

APPROX OG

ELE

V 488.12

7042

+70

"FB LGA"

ELE

V 488.73

7051

+40

"FB LGA"

10/28/16

23'-0"

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1049.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 2:37:15 PM 10/25/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

2 3 4 7045+00 6 7 8 9 7050+00 1 2

EDISON HWY

AVE

MT

VERNON

ST 7048

+74.12

7042+00 7043+00 7044+00 7045+00 7046+00 7047+00 7048+00 7049+00 7050+00 7051+00 7052+00

ST 7048

+74.12
AS SHOWN

SCALE: 1" = 40'

SCALE: 1" = 40'

ELEVATION

NO SCALE

ARAPET TOP OF RAIL TOP OF DECK

PILE CAP (TYP)

DRAWING NO. (ST-J1051)

MATCHLINE( 7062+00.000)

D

R

A

W

IN

G NO. 

(

S

T

-

J

1

0

5

1

)

M

A

T

C

H

L

IN

E

(

706

2

+

0

0

.00

0

)

HSR13-44

ST-J1050

7062+00

7062+00

A

ST-B0006

EXIST TRACK •

LGA"

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

STATION 7052+00 TO 7062+00

NB HSR • 

SB HSR • 

BENT 294 BENT 295

53'-0"

0" 110'-0" 110'-0" 110'-0" 120'-0" 120'-0" 110'-0"

PLAN

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

TOP OF RAIL "FB LGA" LINE

LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

+0.070%

BENT 296 BENT 297 BENT 298 BENT 299

ELEV 492.22

7101+04.43

G

G

ELEV 489.47

7061+80

"FBLGA"

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 7060+00 1

W

E

B

STE

R

S

T

T

S 7060

+55

.43

7056+00 7057+00 7058+00 7059+00 7060+00 7061+00 7062+00

T

S 7060

+55

.43
AS SHOWN

NO SCALE

SCALE: 1" = 40'

SCALE: 1" = 40'

ELEVATION

DATUM ELEV 350.00

TOP OF DECK PARAPET TOP OF RAIL

EDGE OF DECK

EDGE OF DECK

BENT 300 BENT 301

D

R

A

W

ING NO. ( ST-J1050 )

M

A

T

C

H

L

IN

E ( 7062+

0

0.000 )

D

R

A

W

ING NO. ( ST-J1052 )

M

A

T

C

H

L

IN

E ( 7072

+

0

0.000 )

D

R

A

WING NO. ( ST-J1052 )

M

A

T

C

H

LIN

E ( 7072

+00.000 )

D

R

A

WING NO. ( ST-J1050 )

M

A

T

C

H

LIN

E ( 7062

+00.000 )

HSR13-44

 

 

 

 

 

ST-J1051

1

EXIST TRACK •

"FB LGA"

C

ST-B0007

7062+00 7072+00

7062+00 7072+00

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

STATION 7062+00 TO 7072+00

NB HSR • 

SB HSR • 

G

ST-B0011

34'-6"

110'-0" 110'-0" 150'-0" 270'-0" 150'-0" 120'-0" 120'-0"

CIDH PILE (TYP)

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

K. BERRY

BAKERSFIELD HST VIADUCT

S. DULOR

LOCALLY GENERATED ALTERNATIVE

S. DULOR

+0.070%

ELEV 480.06

6928+00.00 EVC

CONTINUOUS SPANS

TOTAL LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

BENT 302 BENT 303 BENT 304 BENT 305

TOP OF RAIL "FB LGA" LINE

K. BERRY

ELEV 492.22

7101+04.43

= FG

APPROX OG

ELE

V 489.54

7062

+90

"FB LGA"

ELE

V 490.10

7070

+90

"FB LGA"

10/28/16

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1051.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 12:50:32 PM 10/27/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

3 4 7065+00 6 7 8 9 7070+00 1

EAST SIDE CANAL

STEELE AVE

EDISON HWY

SC 7072

+05.43

7062+00 7063+00 7064+00 7065+00 7066+00 7067+00 7068+00 7069+00 7070+00 7071+00 7072+00

SC 7072

+05.43
AS SHOWN

SCALE: 1" = 40'

SCALE: 1" = 40'

ELEVATION

NO SCALE

+0.070%

E OF DECK

PILE CAP (TYP)

NT 309

PARAPET TOP OF RAIL

DRAWING NO. (ST-J1053)

MATCHLINE( 7082+00.000)

D

R

A

W

ING NO. 

(

S

T

-

J

1

053

)

M

A

T

C

H

L

IN

E

( 7082

+00

.

000

)

HSR13-44

ST-J1052

7082+00 

7082+00

1

A

ST-B0006

"FB LGA"

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

STATION 7072+00 TO 7082+00

NB HSR • 

SB HSR • 

BENT 310

120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0"

ELEV 492.22

7101+04.43

PLAN

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

OP OF RAIL "FB LGA" LINE

BENT 311 BENT 312 BENT 313 BENT 314

ELEV 490.86

7081+70

"FBLGA"

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 7080+00 1

IFORNIA AVE

EDISON HWY

EAST SIDE CANAL

7076+00 7077+00 7078+00 7079+00 7080+00 7081+00 7082+00
AS SHOWN

NO SCALE

SCALE: 1" = 40'

SCALE: 1" = 40'

ELEVATION

TOP OF DECK PARAPET TOP OF RAIL

BENT 316 BENT 317 BENT 318

DATUM ELEV 350.00

EDGE OF DECK

EDGE OF DECK

D

R

A

WING NO. ( ST-J1054 )

M

A

T

C

H

LIN

E ( 7092

+00.000 )

D

R

A

WING NO. ( ST-J1052 )

M

A

T

C

H

LIN

E ( 7082

+00.000 )

D

R

A

WING NO. ( ST-J1052 )

M

A

T

C

H

LIN

E ( 7082

+00.000 )

D

R

A

WING

N

O.( ST-J1054 )

M

A

T

C

H

LIN

E ( 7092

+00.000 )

 

 

 

 

 

HSR13-44

ST-J1053

7082+00 7092+00

1

7082+00 7092+00

A

ST-B0006

"FB LGA"

EXIST TRACK •

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

STATION 7082+00 TO 7092+00

NB HSR • 

SB HSR • 

120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0" 120'-0"

BENT 315

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

K. BERRY

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

S. DULOR

S. DULOR

+0.070%

ELEV 480.06

6928+00.00 EVC

TOP OF RAIL "FB LGA" LINE

TOTAL LENGTH OF VIADUCT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

BENT 319 BENT 320 BENT 321 BENT 322

K. BERRY

ELEV 492.22

7101+04.43

= FG

APPROX OG

PILE CAP (TYP)

ELE

V 490.95

7082

+90

"FB LGA"

ELE

V 491.54

7091

+30

"FB LGA"

10/28/16

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-J1053.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 4:03:57 PM 10/24/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

3 4 7085+00 6 7 8 9 7090+00 1

EAST SIDE CANAL

EDISON HWY

CS 7083

+87.57

7082+00 7083+00 7084+00 7085+00 7086+00 7087+00 7088+00 7089+00 7090+00 7091+00 7092+00

CS 7083

+87.57
AS SHOWN

+0.070%

NO SCALE

SCALE: 1" = 40'

ELEVATION

SCALE: 1" = 40'

PARAPET TOP OF RAIL

HSR13-44

ST-J1054

1

7102+00

7102+00

UPRR EXIST ROW

"FB LGA"

A

ST-B0006

EXIST TRACK •

FRESNO TO BAKERSFIELD

PLAN AND ELEVATION

STATION 7092+00 TO 7102+00

NB HSR • 

SB HSR • 

ELEV 492.22

7101+04.43

PILE CAP (TYP)

G

ST-B0011

17'-5"

EXIST BRIDGE

PLAN

BAKERSFIELD HST VIADUCT

LOCALLY GENERATED ALTERNATIVE

OP OF RAIL "FB LGA" LINE

CT = 40044'-5" (MEASURED ALONG "FB LGA" LINE)

BENT 326 BENT 327 BENT 328 BENT 329 BENT 330

0" 90'-0" 100'-0" 100'-0" 120'-0" 180'-0"

"BP" SEGMENT

CONTINUOUS SPANS

23'-0"

17285+00.00

"BP"

7101+04.43

"FBLGA"

ELEV492.16

7100+20

"FBLGA"

BEGIN STA 17285+00.00 "BP"

END STA 7101+04.43 "FB LGA"=

EB = TIE INTO BP SEGMENT

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6 7 8 9 7100+00 1

EDISON HWY

OSWELL

ST

OSWELL

FRONT

ST

7096+00 7097+00 7098+00 7099+00 7100+00 7101+00 7102+00
NO SCALE

SCALE: 1" = 40'

SCALE: 1" = 40'

EDGE OF DECK

DATUM ELEV 300.00

ABUT 1

BB

TOP OF RAIL

RETAINING WALL

AS-SHOWN

HSR13-44

ST-K1001

 

 

 

 

 

FRESNO TO BAKERSFIELD

ELEV 360.36

5898+00.00 EVC

NB HSR • 

SB HSR • 

ELEV 374.78

5922+10.45 BVC

16'-6"

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

ELEVATION

LOCALLY GENERATED ALTERNATIVE

TOP OF RAIL "FB LGA" LINE

BENT 2

ABUT 3

110'-0" 110'-0"

RETAINING WALL

STA 5922+01.63 "FB LGA"

EB = 

EB

PLAN AND ELEVATION

(MEASURED ALONG "FB LGA" LINE)

220'-0"

1

ELE

V 373.41

5919

+81.63

"FB LGA"ELE

V 374.72

5922

+01.63

"FB LGA"

"FB LGA"

1

MAINTENANCE ACCESS

STA 5919+81.63 "FB LGA"

BB = 

CONTINUOUS CONC BOX GIRDER

+0.598%

110'-0"

HSR ROW

EXIST CITY ROW

"FRE" LINE

S. DULOR

K. BERRY

S. DULOR

FRESNO AVE HST UNDERPASS

DECK

TOP OF 

APPROX OG = FG

F

HSR ROW

RESNO

AVE

"FB LGA" STA 5920+47.77

"FRE" STA 6+67.88

K.BERRY

50'-0"

PARAPET

YARD LEAD TRACK

MAINTENANCE ACCESS

NOTES: MAINLINE UNDERPASS SHOWN, YARD LEAD UNDERPASS SIMILAR

MAINTENANCE ACCESS

YARD LEAD TRACK

BB 920+51.11

ELEV 370.35

YARD LEAD TRACK

EB 922+62.63

ELEV 378.50

A

ST-B0006

A2

ST-B0007

DECK

EDGE OF

DECK

EDGE OF 

10/28/16

RETAINING WALL (TYP)

ABUTMENT FOOTING (TYP)

918+00 919+00 920+00 921+00 922+00 923+00 924+00 925+00 926+00

ELEV 356.28

906+50.00 EVC

ELEV 377.46

922+11.00 BVC

+1.357%

TOP OF RAIL "YL" LINE

7 8 9 5920+00 1 2 3 4 5925+00 6

20

6

7

8

9

5917+00 5918+00 5919+00 5920+00 5921+00 5922+00 5923+00 5924+00 5925+00 5926+00

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-K1001.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 4:24:45 PM 10/24/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

METTLER

AVE

917+00 918+00 919+00 920+00 921+00 922+00 923+00 924+00 925+00 926+00
NO SCALE

SCALE: 1" = 40'

SCALE: 1" = 40'

DATUM ELEV 300.00 ABUT 1

EB

TOP OF RAIL

5950+00 5960+00

5950+00 5960+00

A

ST-B0006

AS SHOWN

HSR13-44

ST-K1002

 

 

 

 

 

FRESNO TO BAKERSFIELD

0.000%

ELEV 379.50

5937+89.53 EVC

NB HSR • 

SB HSR • 

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

ELEVATION

BB

ABUT 2

S. DULOR

K. BERRY

LOCALLY GENERATED ALTERNATIVE

S. DULOR

EDGE OF DECK

RETAINING WALL

RETAINING WALL

TOP OF RAIL "FB LGA" LINE

STA 5953+57.19 "FB LGA"

BB = 

STA 5954+75.19 "FB LGA"

EB = 

17'-11"

ELE

V 379.50

5954

+75.19

"FB LGA"ELE

V 379.50

5953

+57.19

"FB LGA"

ELEV 379.50

6077+50.00 BVC

"FB LGA"

RETAINING WALL (TYP)

ACCESS

MAINTENANCE

(MEASURED ALONG

118'-0"

 "FB LGA" LINE)

BOX GIRDER

SIMPLY SUPPORTED CONC

EXIST CITY ROW

50'-0"

110'-0"

APPROX OG = FG

DECK

TOP OF 

PARAPET

PLAN AND ELEVATION

K.BERRY

SHA

FTE

R AV

E

"WTUL" LINE

"FB LGA" STA 5954+43.68

"WTUL" STA 18+34.56

SHAFTER AVENUE HST VIADUCT

ACCESS

MAINTENANCE

ACCESS

MAINTENANCE

FOOTING (TYP)

ABUTMENT 

HSR ROW

HOUSE

INTERLOCKING

HOUSE

INTERLOCKING

MASTER

10/28/16

NORTH

SHAFTER

AVE

EAST

TULARE

AVE

1 2 3 4 5955+00 6 7 8 9

15 6 7

5950+00 5951+00 5952+00 5953+00 5954+00 5955+00 5956+00 5957+00 5958+00 5959+00 5960+00

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-K1002.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 4:45:55 PM 10/26/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

S

T 5949

+39

.53

950+00 951+00 952+00 953+00
SCALE: 1" = 40'

SCALE: 1" = 40'

NO SCALE

ELEVATION

TOP OF DECK

EDGE OF DECK

EDGE OF DECK

5980+00

A

ST-B0006

AS SHOWNHSR13-44ST-K1003

FRESNO TO BAKERSFIELD

ELEV 379.506077+50.00 BVC

19'-2"

PLAN

LOCALLY GENERATED ALTERNATIVE

BUT 1 ABUT 2

ELEV 379.50

5975+89.08

ELEV 379.50

5977+07.08

"FBLGA"

0.000%

TOP OF RAIL "FB LGA" LINE

PARAPET

"FB LGA" LINE)

PLAN AND ELEVATION

CENTRAL AVE HST UNDERPASS

CITY ROWEXIST

MAINTENANCE ACCESS

HSR ROW

"CEN" LINE

APPROX OG = FG

(MEASURED ALONG

118'-0"

CONCRETE BOX GIRDER

SIMPLY SUPPORTED

RETAINING WALL

"FB LGA"STA 5977+07.08EB = 

"FB LGA" STA 5976+49.62"CEN" STA 14+27.17

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

15

4

976+00 5977+00 5978+00 5979+00 5980+00

C

E

N

T

R

A

L

A

V

E

6 7 8 9 5980+00
SCALE: 1" = 40'

SCALE: 1" = 40'

NO SCALE

ELEVATION

EDGE OF DECK

E OF DECK

6000+00

6000+00

A

006

AS-SHOWN

HSR13-44

ST-K1004

FRESNO TO BAKERSFIELD

ELEV 379.506077+50.00 BVC

24'-8"

PLAN

T 2 BENT 3 BENT 4 ABUT 5

27'-6"

ELEV 379.50

5996+82.27

"FBLGA"

DECKTOP OF 

RAILTOP OF 

0.000%

LOCALLY GENERATED ALTERNATIVE

TOP OF RAIL "FB LGA" LINE

GTH OF BRIDGE = 434'-0" (MEASURED ALONG "FB LGA" LINE) 

CONTINUOUS CONCRETE BOX GIRDER

RETAINING WALL (TYP)

PARAPET

ABUTMENT FOOTING (TYP)

"FB LGA"STA 5996+82.27EB = 

112'-0" 112'-0" 105'-0"

"FB LGA" STA. 5995+63.45"LER" STA 17+38.41

HSR ROW

= FGAPPROX OG

PLAN AND ELEVATION

E. LERDO HWY HST UNDERPASS

EXIST CITY ROW

"LER" LINE

23'-7"

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6

7

8

9

5994+00 5995+00 5996+00 5997+00 5998+00 5999+00 6000+00

E

LERDO

HWY

4 5995+00 6 7 8 9 6000+00
SCALE: 1" = 40'

SCALE: 1" = 40'

ELEVATION

TOP OF RAIL

EDGE OF DECK

EDGE OF DECK

6015+00

AS SHOWNHSR13-44ST-K1005

FRESNO TO BAKERSFIELD

A

ST-B0006

NO SCALE

ELEV 379.506077+50.00 BVC

25'-1"

PLAN

75'-0" 100'-0" 75'-0"

BUT 1 BENT 2 BENT 3 ABUT 4

ELEV 379.50

6009+51.01

"FBLGA"

ELEV 379.50

6012+01.01

"FBLGA"

DECKTOP OF 

0.000%

TOP OF RAIL "FB LGA" LINE

CONTINOUS CONCRETE BOX GIRDER

(MEASURED ALONG "FB LGA" LINE)

TOTAL LENGTH OF BRIDGE = 250'-0"

PARAPET

"FB LGA"STA 6012+01.01EB = 

ABUTMENT FOOTING (TYP)

RETAINING WALL (TYP)

RETAINING WALL

LOCALLY GENERATED ALTERNATIVE

PLAN AND ELEVATION

RR INDUSTRY HST UNDERPASS

INDUSTRY SPUR TRACK

• PROPOSED 

G = FG

HSR ROW

HSR ROW

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6010+00 6011+00 6012+00 6013+00 6014+00 6015+00

6010+00 1 2 3 4 6015+00
SCALE: 1" = 40'

SCALE: 1" = 40'

NO SCALE

ELEVATION

DATUM ELEV 300.00

AS SHOWN

HSR13-44

ST-K1006

 

 

 

 

 

FRESNO TO BAKERSFIELD

SB HSR • 

NB HSR • 

TOP OF RAIL

EB

BB

ABUT 1 ABUT 5

DECK

EDGE OF

DECK

EDGE OF

PLAN AND ELEVATION

ELEV 379.50

6085+00.00 EVC

ELEV 379.50

6077+50.00 BVC

1

BENT 2 BENT 3

TOP OF DECK PARAPET

A

ST-B0006

ABUTMENT FOOTING (TYP)

PLAN

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

BENT 4

LOCALLY GENERATED ALTERNATIVE

ELEV 379.50

5937+89.53 EVC

0.000%

110'-0"

(MEASURED ALONG "FB LGA" LINE)

360'-0"

TOP OF RAIL "FB LGA" LINE

RETAINING WALL (TYP)

ELE

V 379.50

6078

+14.68

"FB LGA"

ELE

V 379.50

6074

+54.68

"FB LGA"

"FB LGA"

STA 6078+14.68

EB=

"FB LGA"

STA 6074+54.68

BB=

"FB LGA"

CONTINUOUS CONC BOX GIRDER

WALL

RETAINING

HSR ROW

CITY ROW

EXIST

75'-0" 105'-0" 105'-0" 75'-0"

50'-0"

"FB LGA" Sta 6075+69.75

"RIV" Sta 29+71.89 = 

RIVERSIDE STREET HST UNDERPASS

N. METWASHLA

N. METWASHLA

S. DULOR

S. DULOR

OG

APPROX 

FG

10/28/16

16'-6"

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-K1006.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 9:17:26 AM 10/27/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

6072+00 3 4 6075+00 6 7 8 9 6080+00

30

8

9

1

2

6072+00 6073+00 6074+00 6075+00 6076+00 6077+00 6078+00 6079+00 6080+00

RIVERSIDE

ST

"RIV"LINE
SCALE: 1" = 40'

NO SCALE

ELEVATION

ELEV 367.776154+50 BVC

-0.169%

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

ST-K1007

DECKEDGE OF

SCALE: 1" = 40'

ABUT 1

PLAN AND ELEVATION

BB EB

PARAPET

A

ST-B0006

19'-2"

ABUTMENT FOOTING (TYP)

PLAN

BENT 2 ABUT 3

85'-0" 85'-0"

LOCALLY GENERATED ALTERNATIVE

RETAINING WALL

TOP OF RAIL "FB LGA" LINE

ELEV 377.29

6098+11.84

"FBLGA"

ELEV 377.57

6096+41.84

"FBLGA"

GA"

096+41.84

"FB LGA"STA 6098+11.84EB=

"

(MEASURED ALONG "FB LGA" LINE)

170'-0"

1

1

RETAINING WALL (TYP)

CONTINUOUS CONC BOX GIRDER

110'-0"

APPROX OG = FG

EXIST CITY ROW

"CHE" LINE

CHERRY AVENUE HST UNDERPASS

DECKTOP OF 

5

0

'-

0

"

CHERRY

AVE

" STA 6097+00.60

TA 15+33.72

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6096+00 6097+00 6098+00 6099+00 6100+00 6101+00

15

4

6

6 7 8 9 6100+00 1
AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

ST-K1008

 

 

 

 

 

ELEV 369.02

6175+50.00 EVC

ELEV 399.84

6282+50.00 BVC

SCALE: 1" = 40'

SCALE: 1" = 40'

ELEVATION

NO SCALE

DATUM ELEV 300.00

TOP OF RAIL

ABUT 1

NB HSR • 

SB HSR • 

DECK

EDGE OF

PLAN AND ELEVATION

18'-4"

EB

TOP OF DECK

PARAPET

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

BB

ACCESS EASEMENT

PLAN

60'-0" 60'-0"

PC DECK GIRDER

BENT 2 ABUT 3

+0.288%

S. DULOR

LOCALLY GENERATED ALTERNATIVE

K. BERRY

S. DULOR

B

ST-B0006

RETAINING WALL (TYP) 

TOP OF RAIL "FB LGA" LINE

"FB LGA"

"FB LGA"

STA 6211+52.60

BB=

"FB LGA"

STA 6212+72.60

EB=

ELE

V 379.40

6211

+52.60

"FB LGA"ELE

V 379.75

6212

+72.60

"FB LGA"

ALONG "FB LGA" LINE)

120'-0" (MEASURED

10' OPENING (TYP)

BOX CULVERT x3

110'-0"

BOX CULVERT (TYP)

10'x10' TRIPLE 

APPROX OG = FG

HSR ROW

ROW

EXIST CITY

LINE

"DRI"

ABUTMENT FOOTING (TYP)

RETAINING WALL

DRIVER ROAD HST UNDERPASS

1

1

"FB LGA" STA 6212+33.41

"DRI" STA 15+5.45

K.BERRY

50'-0"

STATION

SWITCHING

10/28/16

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-K1008.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 3:27:46 PM 10/24/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

6208+00 6209+00 6210+00 6211+00 6212+00 6213+00 6214+00 6215+00 6216+00

DRIVER

RD

6208+00 6209+00 6210+00 6211+00 6212+00 6213+00 6214+00 6215+00 6216+00

8 9 6210+00 1 2 3 4 6215+00 6

15

4
AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

ST-K1009

ELEV 399.846282+50.00 BVC

SCALE: 1" = 40'

SCALE: 1" = 40'

ELEVATION

NO SCALE

ABUT 1

EDGE OF DECK

PLAN AND ELEVATION

19'-2"

EB

PARAPET

B

ST-B0006

BB

ASEMENT

ABUTMENT FOOTING (TYP)

PLAN

ACCESS EASEMENT

BENT 2 ABUT 3

+0.288%

LOCALLY GENERATED ALTERNATIVE

(TYP)RETAINING WALL

TOP OF RAIL "FB LGA" LINE

ELEV 394.74

6264+77.33

"FBLGA"

ELEV 395.08

6265+97.33

"FBLGA"

"FB LGA"STA 6264+77.33BB=

"FB LGA"STA 6265+97.33EB=

1

TOP OF DECK

ALONG "FB LGA" LINE)

120'-0" (MEASURED

PC DECK GIRDER

60'-0" 60'-0"

1

110'-0"

ZACHARY AVENUE HST UNDERPASS

APPROX OG = FG

"ZAC" LINE

LGA" STA 6265+17.51

C" STA 16+72.63

5

0

'-

0

"

EXIST ROW

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6264+00 6265+00 6266+00 6267+00 6268+00 6269+00

Z

A

CHA

R

Y AV

E

4 6265+00 6 7 8 9

15

4

6

7

8
+0.182%

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

ST-K1010

ELEV 426.646425+50.00 BVC

SCALE: 1" = 40'

SCALE: 1" = 40'

ELEVATION

NO SCALE

TOP OF RAIL

PLAN AND ELEVATION

19'-8"

ABUT 2

K

ST-B0014

"FB LGA"STA 6332+73.89EB = 

ABUTMENT FOOTING

ELEV 409.68

6332+73.89

"FBLGA"

RETAINING WALL

'-0" STEEL TRUSS STRUCTURE

"FB LGA"

PLAN

LOCALLY GENERATED ALTERNATIVE

RETAINING WALL

 OF RAIL "FB LGA" LINE

RETAINING WALL

6331+00 6332+00

ECK

CALLOWAY CANAL HST BRIDGE

OG = FG

 CANAL ROW

HSR ROW

18'-10"

R

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

1 2 3 4 6335+00 6

6331+00 6332+00 6333+00 6334+00 6335+00 6336+00
SCALE: 1" = 40'

ELEVATION

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

ST-K1011

SCALE: 1" = 40'

PLAN AND ELEVATION

NO SCALE

ELEV 426.64

6425+50.00 BVC

BB

TOP OF RAIL

EB

ABUT 1

24'-6"

B

ST-B0006

DECK

EDGE OF

ASEMENT

PLAN

LOCALLY GENERATED ALTERNATIVE

60'-0" 60'-0"

PC DECK GIRDER

BENT 2 ABUT 3

TOP OF DECK PARAPET

TOP OF RAIL "FB LGA" LINE

RETAINING WALL (TYP)

B LGA"

TA 6370+54.91

B = 

"FB LGA"STA 6371+74.91EB = 

ELEV 416.86

6371+74.91

"FBLGA"

ELEV 416.65

6370+54.91

"FBLGA"

ALONG "FB LGA" LINE)

120'-0" (MEASURED

GA"

1

ABUTMENT FOOTING (TYP)

1

+0.182%

110'-0"

EXIST CITY ROW

HSR ROW

"ZER" LINE

 STA 6370+87.27

 15+17.73

APPROX OG = FG

ZERKER ROAD HST UNDERPASS

50

'-

0

"

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

ZERKER

RD

6370+00 6371+00 6372+00 6373+00 6374+00 6375+00 6370+00 6371+00 6372+00 6373+00 6374+00 6375+00

6370+00 1 2 3 4 6375+00

1

5

4

6
NO SCALE

SCALE: 1" = 40'

ELEVATION

TOP OF RAIL

 1 BENT 2 BENT 3

PARAPET

TOP OF DECK

SCALE: 1" = 40'

EB

ABUT 4

EDGE OF DECK

EDGE OF DECK

1500' VC

RC=0.016%/STA

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

ST-K1012

"FB LGA"STA 6421+38.89BB = 

 

 

NB HSR • 

SB HSR • 

24'-4" 25'-2"

FRIANT-KERN CANAL

ELEV 430.78

6440+50.00 EVC

ELEV 426.64

6425+50.00 BVC

PLAN AND ELEVATION

K

ST-B0014

RETAINING WALL

120'-0" 330'-0" STEEL TRUSS STRUCTURE 120'-0"

2%

C

ST-B0007

PLAN

LOCALLY GENERATED ALTERNATIVE

TOP OF RAIL "FB LGA" LINE

TOTAL LENGTH OF VIADUCT = 570'-0" (MEASURED ALONG "FB LGA" LINE)

RETAINING WALL

"FB LGA"STA 6427+08.89EB = 

RETAINING WALL

ELEV 425.89

ELEV 426.94

6427+08.89

"FBLGA"

RETAINING WALL

6423+00 6424+00 6425+00 6426+00 6427+00

FRIANT-KERN CANAL HST BRIDGE

APPROX OG = FG

EXIST CANAL ROW

EXIST CANAL ROW

HSR ROW

HSR ROW

F R

R F F R

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

2 3 4 6425+00 6 7 8 6429+00

6422+00 6423+00 6424+00 6425+00 6426+00 6427+00 6428+00 6429+00
SCALE: 1" = 40'

ELEVATION

NO SCALE

DATUM ELEV 350.00

SCALE: 1" = 40'

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

ST-K1013

 

 

 

 

 

SB HSR • 

NB HSR • 

TOP OF RAIL

ELEV 430.78

6440+50.00 EVC

ELEV 478.03

6568+00.00 BVC

PLAN AND ELEVATION

BB EB

16'-6"

J

ST-B0013

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

VERDUGO

LN

LOCALLY GENERATED ALTERNATIVE

TOP OF RAIL "FB LGA" LINE

RETAINING WALL

"FB LGA"

"FB LGA"

STA 6482+83.24

BB=

ELE

V 446.47

6482

+83.24

"FB LGA"ELE

V 446.61

6483

+23.11

"FB LGA"

RETAINING WALL (TYP)

"FB LGA"

STA 6483+23.11

EB=

52'-6"

+0.371%

S. DULOR

S. DULOR

ROW

EXIST CITY

EDGE OF DECK

"VER" LINE

APPROX OG = FG

(MEASURED ALONG "FB LGA")

39'-10•" BOX CULVERT

PARAPET

VERDUGO LANE HST UNDERPASS

K.BERRY

"FB LGA" STA 6483+03.17

"VER" STA 15+86.81

K.BERRY

30'x16' CONCRETE BOX CULVERT

(OPTION 1) 

PARALLELING STATION B 

28°12'05"

SKEW

10/28/16

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-K1013.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 1:09:34 PM 10/24/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

9 6480+00 1 2 3 4 6485+00 6 7

15

4

6

7

6479+00 6480+00 6481+00 6482+00 6483+00 6484+00 6485+00 6486+00 6487+00
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27052\BFSSA-ST-K1014.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 12:14:12 PM 10/24/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

6510+00 6511+00 6512+00 6513+00 6514+00 6515+00 6516+00 6517+00 6518+00 6519+00 6520+00

6510+00 1 2 3 4 6515+00 6 7 8 9 6520+00

SCALE: 1" = 40'

ELEVATION

+0.371%

NO SCALE

TOP OF RAIL

EB

DATUM ELEV 370.00

SCALE: 1" = 40'

 

 

 

 

 

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

ST-K1014

PLAN AND ELEVATION

E. HEREFORD

 

 

 

 

 

BB

ABUT 1 ABUT 2 ELE

V 457.99

6513

+93.89

"FB LGA"

ELE

V 459.22

6517

+23.89

"FB LGA"

"FB LGA"

STA 6517+23.89

EB = 

ELEV 430.78

6440+50.00 EVC

NB HSR • 

SB HSR • 

LERDO

CANAL

"FB LGA"

K

ST-B0014

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

RETAINING WALL RETAINING WALL

ELEV 478.03

6568+00.00 BVC

"FB LGA"

STA 6513+93.89

BB = 

LOCALLY GENERATED ALTERNATIVE

TOP OF RAIL "FB LGA" LINE

25'-1"

(MEASURED ALONG "FB LGA" LINE)

330'-0" STEEL TRUSS STRUCTURE

FOOTING (TYP)

ABUTMENT

AND MAINTENANCE ROADS

LIMITS OF CANAL 

RETAINING WALL

S. DULOR

S. DULOR

LERDO CANAL HST BRIDGE

CANAL ROW

PROPOSED

(TYP)

RETAINING WALL

CANAL ROW

PROPOSED

6514+00 6515+00 6516+00 6517+00

HSR ROW

HSR ROW

APPROX OG = FG

F R

E. HEREFORD

10/28/16
SCALE: 1" = 10'

TYPICAL SECTION 12'-0"

100'-0"

 TRACK

• FUTURE

BALLAST

40'-0" & VARIES 10'-0"5'-0" 15'-0" 30'-0" & VARIES

STEEL DECK

APPROX OG

(TYP)

WITH FENCE

HANDRAIL

(TYP)

TOP OF RAIL

• TRACK • TRACK

ELEVATION

SCALE: 1" = 40'

SCALE: 1" = 40'

PLAN

COLUMN (TYP)

7'-0" DIA

CIDH (TYP)

9'-0" DIA

ELEV 374.00

913+50.00 EVC

ELEV 378.80

923+50.00

+1.0% -0.040%

BB EB

DECK

TOP OF

PARAPET

TOP OF

TOP OF RAIL

DATUM ELEV 300.00

ABUT 1 BENT 2 ABUT 3

RETAINING WALL

RETAINING WALL

RETAINING WALL

EXIST BNSF ROW

• FUTURE TRACK

EXIST BNSF ROW

RETAINING WALL

ELEV 377.60

ELEV 378.57

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

HSR13-44

ST-K7001

AS SHOWN

T. KIRILOV

A. TOLEDO

S. DULOR

10/28/2016

2'-6"

18'-4"

MAINTENANCE ACCESS

RETAINING WALL

RETAINING WALL

MAINTENANCE ACCESS

 

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

• BNSF ROW "BNSF M/L1"LINE

GIRDER (TYP)

STEEL PLATE

NO SCALE

TOP OF RAIL "BNSF M/L1" LINE

BB "BNSF M/L1"918+28.75

EB "BNSF M/L1"920+99.75

"BNSF M/L1" LINE (• TRACK)

• SHOOFLY TRACK

S. DULOR GENERAL PLAN

FRESNO AVENUE BNSF UNDERPASS

"FRE" LINE

S CENTRAL AVE

-0.5% MIN -0.5% MIN

"FRE"24+45.69

CITY ROW

HSR/EXIST CITY ROW

EXIST

• EXIST BNSF TRACK

APPROX OG

FG

FG

FRESNO

AVE

R/C=-0.104%/STA

VC=1000' 

HSR ROW

(TYP)

SKEW

30°00'00"

130'-0" 141'-0"

MEASURED ALONG "BNSF M/L1"

271'-0"

• TRACK (BNSF M/L2)

"BNSF M/L1"918+90.39

PROPOSED CITY ROW

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\d0104411\BFSSA-ST-K7001.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 1:31:59 PM 10/27/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

918+00 919+00 920+00 921+00 922+00

25

4

6

ELEV 300

917+00 918+00 919+00 920+00 921+00
SCALE: 1" = 40'

PLAN

ABUT 1 BENT 2 ABUT 4

100'-0"

EB BB

TOP OF RAIL

 TRACK

• FUTURE

PARAPET

TOP OF

BALLAST

FRESNO TO BAKERSFIELD

 

 

 

 

 

40'-0" & VARIES 10'-0"5'-0" 15'-0" 30'-0" & VARIES

ELEVATION

SCALE: 1" = 40'

-0.040%

2'-6"

STEEL DECK

COLUMN (TYP)

5'-0" DIA

CIDH (TYP)

7'-0" DIA

(TYP)

WITH FENCE

HANDRAIL

ELEV 378.80

923+50.00 EVC

RETAINING WALL

DATUM ELEV 300.00

DECK

TOP OF

ELEV 377.68 ELEV 377.51

RETAINING WALL RETAINING WALL

MAINTENANCE ACCESS MAINTENANCE ACCESS

EXIST BNSF ROW

EXIST BNSF ROW

SCALE: 1" = 10'

TYPICAL SECTION

LOCALLY GENERATED ALTERNATIVE

• FUTURE TRACK

(TYP)

TOP OF RAIL

• TRACK • TRACK

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

BENT 3

T. KIRILOV

A. TOLEDO

AS SHOWN

S. DULOR

HSR13-44

ST-K7002

10/28/2016

8'-0"

GIRDER (TYP)

STEEL PLATE

NO SCALE • BNSF ROW

TOP OF RAIL "BNSF M/L1" LINE

82'-0" 78'-0" 59'-6"

MEASURED ALONG

219'-6"

20'-8"

• SHOOFLY TRACK

EB "BNSF M/L1"955+42.35

"BNSF M/L1" LINE (• TRACK)

BB "BNSF M/L1"953+22.85

S. DULOR

"BNSF M/L1"LINE

RETAINING WALL RETAINING WALL

-0.5% MIN -0.5% MIN

APPROX OG=FG

APPROX OG=FG

HSR ROW

SHAFTER AVENUE BNSF UNDERPASS

GENERAL PLAN

CITY ROW

PROPOSED

S CENTRAL AVE

• EXIST BNSF TRACKS

ELEV 376.20

988+50.00 BVC

"WTUL" LINE

SHA

FTE

R

A

V

E

"WTUL"14+09.00

952+00

RETAINING WALL

• TRACK (BNSF M/L2)

"BNSF M/L1"954+43.87

"BNSF M/L1"

952+00 953+00 954+00 955+00 956+00 15

4

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\d0104411\BFSSA-ST-K7002.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 2:09:14 PM 10/25/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

952+00 953+00 954+00 956+00

ELEV 300

955+00
SCALE: 1" = 40'

PLAN

ABUT 1 BENT 2 ABUT 3

59'-0" 59'-0"

100'-0"

BB EB

TOP OF RAIL

 TRACK

• FUTURE

5'-6"

PARAPET

TOP OF

BALLAST

FRESNO TO BAKERSFIELD

T. KIRILOV

A. TOLEDO

 

 

 

 

 

40'-0" & VARIES 10'-0"5'-0" 15'-0" 30'-0" & VARIES

ELEVATION

SCALE: 1" = 40'

-0.040%

2'-6"

STEEL DECK

COLUMN (TYP)

5'-0" DIA

CIDH (TYP)

7'-0" DIA

(TYP)

WITH FENCE

HANDRAIL

ELEV 378.80

923+50.00 EVC

MEASURED ALONG

118'-0"

RETAINING WALL

RETAINING WALL

DATUM ELEV 300.00

DECK

TOP OF

ELEV 376.70 ELEV 376.65

RETAINING WALL RETAINING WALL

RETAINING WALL

RETAINING WALL

MAINTENANCE ACCESS MAINTENANCE ACCESS

EXIST BNSF ROW

EXIST BNSF ROW

24'-2"

SCALE: 1" = 10'

TYPICAL SECTION

AS SHOWN

LOCALLY GENERATED ALTERNATIVE

S. DULOR

HSR13-44

ST-K7003

10/28/2016

• FUTURE TRACK

(TYP)

TOP OF RAIL

• TRACK • TRACK

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

GIRDER (TYP)

STEEL PLATE

• BNSF ROW "BNSF M/L1"LINE

NO SCALE

TOP OF RAIL "BNSF M/L1" LINE

BB "BNSF M/L1"975+91.17 EB "BNSF M/L1"977+09.17

• SHOOFLY TRACK

"BNSF M/L1" LINE (• TRACK)

S. DULOR GENERAL PLAN

CENTRAL AVENUE BNSF UNDERPASS

"CEN"12+34.27

APPROX OG=FG

APPROX OG=FG

CITY ROW

EXIST 

HSR ROW HSR ROW

"CEN" LINE

-0.5% MIN -0.5% MIN

• EXIST BNSF TRACKS

ELEV 376.20

988+50.00 BVC

C

E

N

T

R

A

L

A

V

E

"BNSF M/L1"

• TRACK (BNSF M/L2)

"BNSF M/L1"976+50.17

975+00 976+00 977+00 978+00

2 3 1

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\d0104411\BFSSA-ST-K7003.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 2:06:38 PM 10/25/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

975+00 976+00 977+00 978+00

ELEV 300
SCALE: 1" = 10'

TYPICAL SECTION

100'-0"

 TRACK

• FUTURE

BALLAST

STEEL DECK

(TYP)

WITH FENCE

HANDRAIL

(TYP)

TOP OF RAIL

• TRACK • TRACK

ELEVATION

SCALE: 1" = 40'

SCALE: 1" = 40'

PLAN

COLUMN (TYP)

7'-0" DIA

CIDH (TYP)

9'-0" DIA

VC=1000'

ELEV 376.20

988+50.00 BVC

BB

DECK

TOP OF

PARAPET

TOP OF

TOP OF RAIL

DATUM ELEV 300.00

ABUT 1 BENT 2 ABUT 3

RETAINING WALL

RETAINING WALL

RETAINING WALL

EXIST BNSF ROW

• FUTURE TRACK

RETAINING WALL

ELEV 375.18

ELEV 373.79

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

HSR13-44

ST-K7004

AS SHOWN

T. KIRILOV

A. TOLEDO

S. DULOR

10/28/2016

12'-0" 2'-6"

-0.040%

ELEV 371.00

998+50.00 EVC

-1.00%

992+00 993+00 994+00 995+00 996+00

16'-6" CLR

EB

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

R/C=-0.096%/STA

40'-0" & VARIES 10'-0" 15'-0" 30'-0" & VARIES

5'-0"

RETAINING WALL

RETAINING WALL

EXIST BNSF ROW

MAINTENANCE ACCESS

NO SCALE

TOP OF RAIL "BNSF M/L1" LINE

GIRDER (TYP)

STEEL PLATE

• BNSF ROW "BNSF M/L1"LINE

"BNSF M/L1" LINE (• TRACK)

• SHOOFLY TRACK

EB "BNSF M/L1"995+18.04

BB "BNSF M/L1"992+71.04

106'-0" 141'-0"

S. DULOR GENERAL PLAN

E LERDO HWY BNSF UNDERPASS

"LER"14+50.60

FG

-0.5% MIN -0.5% MIN

HSR ROW

EXIST CITY ROW "LER" LINE EXIST CITY ROW HSR ROW

S CENTRAL AVE

(TYP)

SKEW

30°00'00"

 •EXIST BNSF TRACKS

APPROX OG

APPROX OG

FG

E

LERDO

HWY

MAINTENANCE ACCESS

MEASURED ALONG "BNSF M/L1"

247'-0"

• TRACK (BNSF M/L2)

"BNSF M/L1"993+64.62

992+00 993+00 994+00 995+00 996+00 997+00

15

4

6

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\d0104411\BFSSA-ST-K7004.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 2:05:05 PM 10/25/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET