California High-Speed Rail Authority

Fresno to Bakersfield SectionDraft Supplemental Environmental Impact Report / Environmental Impact Statement

Volume III:Maintenance of Infrastructure Facility Plans, Profiles and Cross Sections

March 2017

DRAWING DESCRIPTIONREV NO. DRAWING NO.

HSR13-44

MY-B0001

NO SCALE

J. TREJO

N. OLINO

E. WINTERS

FRESNO TO BAKERSFIELD

INDEX OF DRAWINGS

MAINTENANCE OF INFRASTRUCTURE FACILITY

P. PIENTON

LOCALLY GENERATED ALTERNATIVE

MY-D1002

MY-D1001

MY-C0001

MY-B0003

MY-B0002

MY-B0001

10/28/2016

MOIF - STA YL 920+00 TO 953+50 - PLAN AND PROFILE

MOIF - YL STA 870+00 TO 920+00 - PLAN AND PROFILE

MOIF - SITE PLAN

MOIF - TYPICAL SECTIONS M1 TO M3

KEY MAP

INDEX OF DRAWINGS

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

DATE CHK APPBYREV DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

Projects\701206.

N_

BF

SS\00

CA

DD\

Sheet

Files\

Maintenance

Sheets\

BF

SS

A-

MY-

B0001

SH

A.dgn

$P

LT

DR

VS$

$P

EN

TB

LS$

4:17:27

PM

11/4/2016

TY

LI\jtrejo

CALIFORNIA HIGH-SPEED RAIL PROJECT

SUBMISSION

PEPD DESIGN

RECORD SET

W T

UL

ARE

AVE

BE

NDER

AVE

MA

DER

A

AVE

METTLER

AVE

MERCE

D

AVE

MA

NNEL

AVE

E LER

DO

HW

Y

E L

OS

AN

GELES ST

SH

AFTER

AVE

CITY OF SHAFTER

MY-D1002

BEEC

H

AVE

RIV

ERSID

E ST

GOL

D'S

AVE

S CENTRAL VALLEY HWY

CHERR

Y

AVE

OR

AN

GE

AVE E

POPL

AR

AVE

BNSF

AS SHOWN

J. TREJO

E. WINTERSMAINTENANCE OF INFRASTRUCTURE FACILITY

KEY MAP

MY-B0002

HSR13-44

01000 1000 2000

1"=1000' HORSCALE APPLICABLE FOR FULL SIZE ONLY

FRESNO TO BAKERSFIELDJ. TREJO

864

+00

920

+00

976

+00

FRES

NO

AVE

LOCALLY GENERATED ALTERNATIVE

P. PIENTON

10/28/2016

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

DATE CHK APPBYREV DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

Projects\701206.

N_

BF

SS\00

CA

DD\

Sheet

Files\

Maintenance

Sheets\

BF

SS

A-

MY-

B0002

SH

A.dgn

$P

LT

DR

VS$

$P

EN

TB

LS$

1:08:42

PM

10/26/2016

TY

LI\jtrejo

CALIFORNIA HIGH-SPEED RAIL PROJECT

SUBMISSION

PEPD DESIGN

RECORD SET

870+00875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00

950+00

MY-D1001

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

MY-B0003

J. TREJO

E. WINTERS

MAINTENANCE OF INFRASTRUCTURE FACILITY

020 20 40

1"=20'SCALE APPLICABLE FOR FULL SIZE ONLY

J. TREJO

LOCALLY GENERATED ALTERNATIVE

P. PIENTON

12

•

MOIF YL

•

HSR

SB

•

HSR

NB

15.00'

ACCESS

MAINT

16.50'

3.00'

•

Y-06

•

Y-05

•

Y-04

•

Y-02

•

Y-01

30.00'30.00'30.00'30.00'30.00'40.00'

ROAD

ACCESS

22'

SITE/BLDG

VARIES

•

Y-03

2.0%

SECTION M1

YL STA 867+06 TO 884+74

HSR AND MOIF YL1 TRACK

R/W

BNSF

15.00'

ACCESS

MAINT

3.00'

FENCE TYP

ACCESS

16.50'

•

HSR

SB

•

HSR

NB

•

MOIF YL

15.00'

ACCESS

MAINT

3.00'

VARIES 0' TO 44'

•

ML2

BNSF

•

ML1

BNSF

R/W

BNSF

100'

•

ML3

FUTURE

BNSF

12

20'

100'

•

ML1

BNSF

R/W

BNSF

•

ML2

BNSF

•

ML3

FUTURE

BNSF

R/W

BNSF

TYP

FENCE

VARIES 625.5' TO 261.0' PROP HSR CORRIDOR

44' TO 49'

YL STA 884+74 TO 918+00

HSR AND MOIF YARD

SECTION M2

R/W

BNSF

100'

•

ML1

BNSF

•

ML2

BNSF

•

ML3

FUTURE

BNSF

R/W

BNSF

16.50'

•

HSR

NB

•

HSR

SB

21

12-15 FT SWALE TYP

ACCESS15.00'

ACCESS

MAINT

3.00'

21

•

MOIF YL

VARIES 75' TO 25'

VARIES 176.5' TO 170.5' - PROPOSED HSR CORRIDOR

VARIES 110' TO 125'

VARIES 261.0' TO 245.5' - PROPOSED HSR CORRIDOR

49' TO 0'

SECTION M3

STA 922+63 TO 953+30

STA 918+00 TO 920+51

HSR AND MOIF YARD

YL

VARIES 480.00' TO 110.00 - MOIF SITE

NOTES:

VARIES 85' TO 85.5'±

85' ±

VARIES 85.5' TO 104.0'

ACCESS

TYPICAL SECTIONS M1 TO M3

15' MAINT

22'

15.00'

ACCESS

MAINT

15'

ACCESS

MAINT

15.00'

ACCESS

MAINT

AT STA 900+00

TRANSITION

MAINT ACCESS

22'

10/28/2016

VARIES FROM 85' AT STA 5880+00 TO 102' AT STA 5952+20.

DISTANCE BETEEN HSR SB TRACK AND EXISTING BNSF R/W 4.

BETWEEN YL STA 920+51 TO 922+63.

SEE DWG TT-B0013 FOR YARD LEAD BRIDGE TYPICAL SECTION3.

FOR STRUCTURE DIMENSIONS SEE STRUCTURAL CROSS SECTIONS.2.

TRACKFORM IS INDICATIVE.1.

STA 898+00 TO 912+00

RET WALL

12-15 FT SWALE TYP

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

DATE CHK APPBYREV DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

Projects\701206.

N_

BF

SS\00

CA

DD\

Sheet

Files\

Maintenance

Sheets\

BF

SS

A-

MY-

B0003

SH

A.dgn

$P

LT

DR

VS$

$P

EN

TB

LS$

6:18:43

PM

10/26/2016

TY

LI\jtrejo

CALIFORNIA HIGH-SPEED RAIL PROJECT

SUBMISSION

PEPD DESIGN

RECORD SET

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

DATE CHK APPBYREV DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

Projects\701206.

N_

BF

SS\00

CA

DD\

Sheet

Files\

Maintenance

Sheets\

BF

SS

A-

MY-

C1001

SH

A.dgn

$P

LT

DR

VS$

$P

EN

TB

LS$

1:09:20

PM

10/26/2016

TY

LI\jtrejo

CALIFORNIA HIGH-SPEED RAIL PROJECT

SUBMISSION

PEPD DESIGN

RECORD SET

5885+00 5890+00 5895+00 5900+00 5905+00 5910+00 5915+00 5920+00 5925+00 5930+00

870+00875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 930+00

TS 874

+21.14

SC 875

+01.14

CS 877

+60.65

ST 878

+40.65

867

+06.12

PS

NO 20

TO

MY-C1001

HSR13-44

FRESNO TO BAKERSFIELD

AS SHOWN

SITE PLAN

MAINTENANCE OF INFRASTRUCTURE FACILITY

0200 200 400

1"=200' HORSCALE APPLICABLE FOR FULL SIZE ONLY

FRES

NO

AVE

METTLER

AVE

MA

DER

A

AVE

POPL

AR

AVE

BNSF

SR-43

P. PIENTON

LOCALLY GENERATED ALTERNATIVE

J. TREJO

J. TREJO

10/28/2016

ROAD

ACCESS ACCESS ROAD

E. WINTERS

PO

PL

AR

AV

E

YL TOR PROFILE

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

DATE CHK APPBYREV DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

Projects\701206.

N_

BF

SS\00

CA

DD\

Sheet

Files\

Maintenance

Sheets\

BF

SS

A-

MY-

D1001

SH

A.dgn

$P

LT

DR

VS$

$P

EN

TB

LS$

1:09:03

PM

10/26/2016

TY

LI\jtrejo

CALIFORNIA HIGH-SPEED RAIL PROJECT

STATION

SUBMISSION

PEPD DESIGN

RECORD SET

300

320

340

360

380

400

420

440

460

480

500500

300

320

340

360

380

400

420

440

460

480

500500

864+00 870+00 880+00 890+00 900+00 910+00 920+00

27.0'

8.5'

EL

EV 354.92

884

+74.13

PS

No. 11

TO

EL

EV 371.88

917

+99.76

PS

No. 11

TO

EL

EV 353.93

867

+06.12

PS

No. 20

TO

870

+50.00

BV

C

EL

EV 354.70

871

+50.00

EL

EV 354.92

872

+50.00

EV

C

EL

EV 354.92

904

+50.00

BV

C

EL

EV 354.92

905

+50.00

EL

EV 354.92

906

+50.00

EV

C

EL

EV 356.28

0.224% -0.000%

1.357%

VC=200'

R=-0.11VC=200'

R=0.68

5885+00 5890+00 5895+00 5900+00 5905+00 5910+00 5915+00 5920+00

PO

T 5880

+00.00

TS 5910

+60.45

870+00875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00

TS 874

+21.14

SC 875

+01.14

CS 877

+60.65

ST 878

+40.65

867

+06.12

PS

NO 20

TO

AS SHOWN

020 20 40

1"=20' VERTSCALE APPLICABLE FOR FULL SIZE ONLY

PLAN

PROFILE

HSR13-44

MY-D1001

MAINTENANCE OF INFRASTRUCTURE FACILITY

J. TREJO

N. OLINO

E. WINTERS

FRES

NO

AVE

NOTE:

DISTANCES

ARE BASED ON A 14.0' CLEAR

1. CP = CLEAR POINT, CAPACITIES

FRESNO TO BAKERSFIELD

PLAN AND PROFILE

YL1 50 0.00 1.43

YL1

7000 80 259.51

MPH R (FT) EA (IN) EU (IN) LS (FT) LC (FT)CURVE #

M1

MY-B0003

M2

MY-B0003 MA

TC

H

LI

NE ( 920

+00.00 )

MA

TC

H

LI

NE ( 920

+00.00 )

SR-43

BNSF

MA

DER

A

AVE

S-SHA-Y-04 (CP TO CP=1112)

S-SHA-Y-01 (CP TO CP=2406)

S-SHA-Y-02 (CP TO CP=1867)

S-SHA-Y-03 (CP TO CP=1331)

S-SHA-Y-05 (CP TO CP=1035)

S-SHA-Y-06 (CP TO CP=660)

PARKING 150' x 750'

WORK EQUIPMENT AND VEHICLE

150' X 750'

WAREHOUSE

S-SHA-YL (CP TO CP=2951)

LOCALLY GENERATED ALTERNATIVE

P. PIENTON

BE

G S

TA 5880+00 (F

B

LG

A)

EN

D S

TA 5879+93.88 (

WS1)

TIE IN

TO S

UBS

EC

TIO

N

WS1

884

+74.13

PS

NO 11

TO

917

+99.76

PS

NO 11

TO

POWER SUBSTATION 100' X 150'

BALLAST STORAGE AREA

AREA 150' x 600'

FENCED STORAGE

10/28/2016

MOIF YARD LEAD

REALIGNMENT

POPLAR AVE

S-INT-MOI-H3

HOUSE

INTERLOCKING

MOIF STA 867+06 TO 920+00

FB LGA SB HSR •

0200 200 400

1"=200' HORSCALE APPLICABLE FOR FULL SIZE ONLY

(SUPERIMPOSED)

FB LGA TOR PROFILE

OG ALONG TRACK •

FR

ES

NO

AV

E

CA

LIF

OR

NI

A

AV

E

(SUPERIMPOSED)

FB LGA TOR PROFILE

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

DATE CHK APPBYREV DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

Projects\701206.

N_

BF

SS\00

CA

DD\

Sheet

Files\

Maintenance

Sheets\

BF

SS

A-

MY-

D1002

SH

A.dgn

$P

LT

DR

VS$

$P

EN

TB

LS$

1:09:47

PM

10/26/2016

TY

LI\jtrejo

CALIFORNIA HIGH-SPEED RAIL PROJECT

STATION

SUBMISSION

PEPD DESIGN

RECORD SET

300

320

340

360

380

400

420

440

460

480

500500

300

320

340

360

380

400

420

440

460

480

500500

920+00 930+00 940+00 950+00 960+00 970+00 976+00

16.50'

12.0'

EL

EV 379.50

953

+30.00

PS

No. 20

TO

922

+11.00

BV

C

EL

EV 377.46

923

+61.00

EL

EV 379.50

925

+11.00

EV

C

EL

EV 379.50

1.357%

0.000%

VC=300'

R=-0.45

5920+00 5925+00 5930+00 5935+00 5940+00 5945+00 5950+00 5955+00 5960+00 5965+00 5970+00 5975+00 5980+00

SC 5922

+10.45

CS 5937

+89.53

ST 5949

+39.53

920+00 925+00 930+00 935+00 940+00 945+00950+00

TS 942

+32.36

SC 943

+12.36

CS 945

+38.12

ST 946

+18.12

953

+30.00

PS

NO 20

TO

PLAN

PROFILE

WALKER AVE

HSR13-44

MY-D1002

AS SHOWNMAINTENANCE OF INFRASTRUCTURE FACILITY

J. TREJO

J. TREJO

E. WINTERS

FRESNO TO BAKERSFIELD

020 20 40

1"=20' VERTSCALE APPLICABLE FOR FULL SIZE ONLY

0200 200 400

1"=200' HORSCALE APPLICABLE FOR FULL SIZE ONLY

PLAN AND PROFILE

MA

TC

H

LI

NE (920

+00.00)

MA

TC

H

LI

NE (920

+00.00)

LOCALLY GENERATED ALTERNATIVE

P. PIENTON

10/28/2016

YL STA 920+00 TO 953+30

SH

AFTER

AVE

E T

UL

ARE

AVE

PO

SO

AV

E

SU

NS

ET

AV

E

CE

NT

RA

L

AV

E

CENTRAL VALLEY HWY (SR-43)

MPH R (FT) EA (IN) EU (IN) LS (FT) LC (FT)CURVE #

YL2 50 0.00 1.437000 80 225.76YL2

S-INT-SHA-H5

HOUSE

INTERLOCKING

MASTER

FB LGA SB HSR •

(SUPERIMPOSED)

FB LGA TOR PROFILE

BNSF

KERN ST

OG ALONG TRACK •

FRES

NO

AVE

ST

A 5958

+43.55

PS 110

MP

H

XO

VE

R

5969

+82.18

PS 110

MP

H

XO

VE

R

MOIF YARD LEAD ACCESS ROAD

FB LGA NB HSR •

S-INT-SHA-H4

HOUSE

INTERLOCKING

PROFILE

YL TOR

M3

MY-B0003