California High-Speed Rail Authority

Fresno to Bakersfield Section

Draft Supplemental 

Environmental Impact Report / Environmental Impact Statement

Volume III:

Alignment Plans, Profiles and Cross Sections

March 2017
DRAWING NO. REV NO. DRAWING DESCRIPTION

HSR13-44TT-B0001

FRESNO TO BAKERSFIELD

INDEX OF DRAWINGS

TRACK GUIDEWAY

LOCALLY GENERATED ALTERNATIVE

NO SCALE

 PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE

 PLAN AND PROFILE

 PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE

151413121110

987654321

TA TABLE

ET 2 ET 1 

BNSF TOR PROFILE - STA 1084+00 TO STA 1122+00 - SHEET 5BNSF TOR PROFILE - STA 1028+00 TO STA 1084+00 - SHEET 4BNSF TOR PROFILE - STA 972+00 TO STA 1028+00 - SHEET 3BNSF TOR PROFILE - STA 916+00 TO STA 972+00 - SHEET 2BNSF TOR PROFILE - STA 865+00 TO STA 916+00 - SHEET 1BNSF PLAN - STA 1094+00 TO STA 1129+89BNSF PLAN - STA 1063+00 TO STA 1094+00BNSF PLAN - STA 1033+00 TO STA 1063+00BNSF PLAN - STA 1002+00 TO STA 1033+00TRACK GUIDEWAY - STATION SB STORAGE TRACK - PLAN AND PROFILETRACK GUIDEWAY - STATION NB STORAGE TRACK - PLAN AND PROFILETRACK GUIDEWAY - STATION TRACKS - STA 26+00 TO 48+93 - PLAN AND PROFILETRACK GUIDEWAY - STATION TRACKS - STA 0+00 TO 26+00 - PLAN AND PROFILETRACK GUIDEWAY - STA 7080+00 TO 7101+08 - PLAN AND PROFILETRACK GUIDEWAY - STA 7052+00 TO 7080+00 - PLAN AND PROFILETRACK GUIDEWAY - STA 7024+00 TO 7052+00 - PLAN AND PROFILETRACK GUIDEWAY - STA 6996+00 TO 7024+00 - PLAN AND PROFILETRACK GUIDEWAY - STA 6968+00 TO 6996+00 - PLAN AND PROFILETRACK GUIDEWAY - STA 6940+00 TO 6968+00 - PLAN AND PROFILETRACK GUIDEWAY - STA 6912+00 TO 6940+00 - PLAN AND PROFILETRACK GUIDEWAY - STA 6884+00 TO 6912+00 - PLAN AND PROFILETRACK GUIDEWAY - STA 6870+00 TO 6884+00 - PLAN AND PROFILETRACK GUIDEWAY - STA 6856+00 TO 6870+00 - PLAN AND PROFILETRACK GUIDEWAY - STA 6842+00 TO 6856+00 - PLAN AND PROFILETRACK GUIDEWAY - STA 6828+00 TO 6842+00 - PLAN AND PROFILE

TT-D1060TT-D1059TT-D1058TT-D1057TT-D1056TT-D1055TT-D1054TT-D1053TT-D1052TT-D1051TT-D1050TT-D1049TT-D1048TT-D1047TT-D1046TT-D1045TT-D1044TT-D1043TT-D1042TT-D1041TT-D1040TT-D1039TT-D1038TT-D1037TT-D1036

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
HSR13-44TT-B0002NO SCALE

GENERAL NOTES

FRESNO TO BAKERSFIELD

N PROTECTION MEASURES 

TEM IS LESS THAN 102', A SITE

OF THE GIRDER LINEARLY

N OF 120'-00" ON A 0%

 THE VIADUCT STRUCTURE SHALL

ER IF REQUIRED.

E HEIGHT FROM TOR TO DECK

AN ALLOWANCE FOR

" THROUGHOUT. HOWEVER, WHERE

OODPLAIN". THE LIMITS OF THE

)

WN. FURTHER CONSULTATION WITH

HOWN DEMONSTRATE THE MINIMUM

RANCE REQUIREMENTS ARE MEASURED 

D MAINLINE TRACK.

LOCALLY GENERATED ALTERNATIVE

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
HSR13-44

TT-B0003NO SCALE

FRESNO TO BAKERSFIELD

ABBREVIATIONS AND SYMBOLS SHEET 1

LOCALLY GENERATED ALTERNATIVE

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

I

J

K

L

F

G

E

M

N

O

P

M CONTINUED

HPSHS

HWMHWY

IBIDIFINTINVIRR

JCTJPJPCPJSJT

LLATLCBLNLOCLOLLONGLONGITLSLCHW

HSRHST

LTK

IN

HHDHDWLHEX HDHMAHORIZHPHR

MAINTMAXMB

MH

MINMISCMISC I & SMKRM/L

MONMPMPGRMPHMRMSEMTLMSSNNBNO.NOS.NPSNSNTSN/A OBLROCOCSODOFOGOGACOHO-OOPPPPAPPBPCPCCPCPPCVCPEDPED OCPED UCPERM MTLPGPIMOIF

MOD

PITO

HIGH PERFORMANCE STEEL

HIGH STRENGTH

HIGHWAYHIGH WATER MARK

HEADWALL, HIGH WATERHIGH SPEED RAILHIGH SPEED TRAINHEIGHTHOURHORIZONTAL DRAINHEADWALL

HEXAGONAL HEAD

HOT MIXED ASPHALTHORIZONTAL

HINGE POINT, HORSEPOWER

INSIDE DIAMETERINSIDE FACEINTERIORINVERTIRRIGATIONIMPORTED BORROWINCH, INCHES

JUNCTIONJOINT POLE

JOINT

JOINTED PLAIN CONCRETE PAVEMENTJUNCTION STRUCTURE

DISTANCE TO ACHIEVE 1% GRADE CHANGELEAN CONCRETE BASELENGTHLATITUDELANELOCATIONLAYOUT LINELONGITUDELONGITUDINALLEFTLENGTH OF SPIRALLENGTH OF CURVE

HDM HIGHWAY DESIGN MANUAL

MGS

MVP

UNBALANCED SUPERELEVATIONACTUAL SUPERELEVATIONEAST, EASTING

EUEAE

G CONTINUED

H

MED

LHTO LEFT HAND TURN OUT

ACCELERATION DUE TO GRAVITY LAUNCHING METHODFULL SPAN PRECASTFREEWAYFACING WESTBOUND TRAFFICFOOTINGFOOT, FEETFACING SOUTHBOUND TRAFFICFAR SIDE, FINISHED SURFACEFRONTAGE ROADFACE OF CONCRETEFACING NORTHBOUND TRAFFICFLOW LINEFIGUREFIRE HYDRANTFINISHED GRADEFILTER FABRICFLARED END SECTIONAGENCYFEDERAL EMERGENCY MANAGEMENT FACING EASTBOUND TRAFFICFOUNDATIONFRESNO TO BAKERSFIELDGENERATED ALTERNATIVEFRESNO TO BAKERSFIELD LOCALLYFLOOR BEAMFRAME AND GRATEFRAME AND COVEREXTERIOREXPRESSWAYEXPANSION JOINTEXPANSION EXISTINGEXCAVATIONENDWALLEND VERTICAL CURVEEDGE OF TRAVELED WAYEDGE OF SHOULDEREQUATION, EQUALEDGE OF PAVEMENTEDGE OF DECKENGINEEREMBANKMENTENVIRONMENTELEVATIONELECTRICELECTROLIEREDGE DRAIN VENTEDGE DRAIN OUTLETEDGE DRAIN CLEANOUTEDGE DRAINEND CURB RETURNEND HORIZONTAL CURVEEND OF BRIDGE, EASTBOUNDEASEMENT

METAL BEAMMAXIMUMMAINTENANCE

POINT OF INTERSECTION TURNOUTPOINT OF INTERSECTIONPROFILE GRADEPERMEABLE MATERIALPEDESTRIAN UNDERCROSSINGPEDESTRIAN OVERCROSSINGPEDESTRIANPOINT OF COMPOUND VERTICAL CURVEPRESTRESSED CONCRETE PIPEPERFORATED CONCRETE PIPE,PORTLAND CEMENT CONCRETEPOINT OF COMPOUND CURVE,POINT OF CURVATURE, PRECASTPULL BOXPERFORATED ALUMINUM PIPEPAGEOPPOSITEOUT TO OUTOVERHEADOPEN GRADED ASPHALT CONCRETEORIGINAL GROUNDOUTSIDE FACEOUTSIDE DIAMETEROVERHEAD CONTACT SYSTEMOVERCROSSINGOBLITERATENOT APPLICABLE NOT TO SCALENEAR SIDENOMINAL PIPE SIZENUMBERS (MUST HAVE PERIOD)NUMBER (MUST HAVE PERIOD)NORTHBOUNDNORTH, NORTHINGMAINTENANCE VEHICLE PULLOUTMOVING SCAFFOLDING SYSTEMMATERIALMECHANICALLY STABILIZED EARTHMOVEMENT RATINGMILES PER HOURMETAL PLATE GUARD RAILINGMETAL PLATEMAINTAINANCE OF INFRASTRUCTURE FACILITYMONUMENTMODIFIED, MODIFYMAIN LINE (RAILWAY)MARKERMISCELLANEOUS IRON AND STEELMISCELLANEOUSMINIMUMMANHOLEMIDWEST GUARDRAIL SYSTEMMEDIANMETAL BEAM GUARD RAILINGMETAL BEAM BARRIER

MBGRMBB

GFPLMFWYFWBTFTGFTFSBTFSFR RDFOCFNBTFLFIGFHFGFFFESFEMAFEBTFDNF-BFB LGAFBF & GF & CEXTEXWYEXP JTEXPEXIST, EX.EXCEWEVCETWESEQEPEODENGREMBENV.ELEVELECTELECEDVEDOEDCEDECRECEBEASE

RRIER

RRIER

NLET

DRILLING

PROTECTION BOARD

ABLE MATERIAL

ABLE BASE

T OF TRANSPORTATION

 ARCH

E

PROTECTION

 CONCRETE PAVEMENT

INT

ON

E

T)

ATION

TE PIPE

RON PIPE

 RAIL

 TRAIN

 RAIL

GTRGSPGRGPGISGALVGA

GUTTERGALVANIZED STEEL PIPEGUARD RAILINGGRADING PLANEGEOGRAPHIC INFORMATION SYSTEMGALVANIZEDGAGE
HSR13-44

TT-B0004NO SCALE

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

ABBREVIATIONS AND SYMBOLS SHEET 2

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

TINUED

W

Y

LEGEND

SECTION NUMBER

DRAWING NUMBER

X

TRACK (PLAN)TRACK (ELEVATION)TRACK TO BE RELOCATEDREMOVE BASE & SURFACINGDIRECTION OF FLOWWATER ELEVATIONPOINT OF MINIMUM VERTICAL CLEARANCEDIRECTION OF TRAVELCURVE DATA (STRUCTURES)CURVE DATA (ALIGNMENTS,ROADWAYS)LINE DATA (ALIGNMENTS,ROADWAYS)NORTH ARROW

REL

XX

XX

XX

REM TRACK TO BE REMOVED

GROUND LEVEL

V

EXISTING RAILROAD TRACK - ------ RETAINING WALL

T CONTINUED

U

VERTICAL POINT OF INTERSECTIONVOLUMEVIADUCTVERTICALVITRIFIED CLAY PIPEVERTICAL CURVEVARIABLEVALVE, DESIGN SPEEDYEARSYEARYARD LEADCROSSINGCROSS SECTIONWITHWINGWALL LAYOUT LINEWINGWALLWATER VALVEWEIGHTWELDED STEEL PIPEWATER SURFACEWIRE MESHWEEP HOLEWESTBOUNDWIDTHWEST,UNITED STATES FISH AND WILDLIFE SERVICEUNION PACIFIC RAILROADUNDERPASSUNLESS OTHERWISE NOTEDUNDERDRAINUNDERCROSSINGTWO WAY LEFT TURNTRAVEL WAYTYPICAL

IRAL

L, TUBULAR STEEL,

ANSVERSE

ER SUPPLY STATION

ABLE MATERIAL

EABLE BASE

LE

ORANDUM

OL BOX

ANGENT TO CURVE

RRIER

ALLEY RAILROAD

ES

TION

ND WALL

RADIO SITE

EAM BARRIER

L TO TANGENT

RIB PIPE

TEEL PLATE PIPE ARCH

TEEL PLATE PIPE

TEEL PLATE ARCH

CTION DRAIN

DLE BRACKET METHOD

TION

SPIRAL TO SPIRAL,

TIC PIPE 

FICATIONS

ERIAL

UGATED STEEL PIPE

VE

LUMINUM PLATE PIPE

VPIVOLVIAVERTVCPVCVARVYRSYRYLXINGX SECW/WWLOLWWWVWTWSPWSWMWHWBWUSFWSUPRRUPUONUDUCTWLTTWTYP

EXISTING PARCEL BOUNDARY (GIS)ROADWAY EASEMENTBNSF EASEMENTGUIDEWAY EASEMENTGUIDEWAY RIGHT OF WAY

R/W AND EASEMENT LEGEND
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

5946+00

5974+00

6002+00

6030+00 6058

+

00

6086+00 MATCH

6

1

1

4+00

6198

+00

6226

+00

6

25

4

+00 6282

+00 6310

+00 6338+00

M

A

T

C

H 6366

+00

6450

+00

6478

+

00

6506+00

6534+00

MATCH

6562+00

1000 0 1000 2000

1"=1000' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY 

TT-D1005 TT-D1006 TT-D1007

TT-D1008

TT-D1009

TT-D1013 TT-D1014

TT-D1015

TT-D1016

TT-D1017

TT-D1018

TT-D1021 TT-D1022 TT-D1023

TT-D1024

TT-D1025

TT-D1004

HSR13-44TT-B0005AS SHOWN

TRACK GUIDEWAY

KEY MAP SHEET 1

E

LERDO

HWY

E

LOS

ANGELES

AVE

CHERRY

AVE

DRIVER

RD

ZACHARY

AVE

SR-99

UPRR

FRIANT-KERN CANAL

CALLOWAY CANAL

FRESNO TO BAKERSFIELD

LERDO

CANAL

LOCALLY GENERATED ALTERNATIVE

CITY OF SHAFTER
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

HSR13-44TT-B0006AS SHOWN

TRACK GUIDEWAY

KEY MAP SHEET 2

SR-99

SR-204

SR-178

AIRPORT

DR

OSWELL

ST

UNION

AVE

EDISON HWY

BEARDSLEY CANAL

EAST SIDE CANAL

MT

VERNON

AVE

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

OLIVE

DR

CITY OF BAKERSFIELD

M

A

T

C

H

6

8

1

4

+00

6646+00

6

6

7

4

+00

6702

+

00

67

3

0

+

0

0

6758

+

0

0

67

8

6

+

0

0

6870+

00 6940

+00

MATCH

6996+00

705

2

+00

8 TT-D1029

TT-D1030

TT-D1031

TT-D1032 TT-D1033 TT-D1034

TT-D1041

TT-D1042

TT-D1043

TT-D1045 TT-D1046 TT-D1047

1000 0 1000 2000

1"=1000' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY 

8 TT-D1039

6884

+

00

691

2

+

0

0

6968+00

TT-D1040

70

8

0

+

0

0

710

1

+04

.

4

3

D1049

TT-D1051
EARING

(ft)

DISTANCE STATION NORTHING EASTING

TYPE

SPIRAL

(MPH)

V

(IN)

Eu

(IN)

Ea

(FT)

LS

(FT)

Lc

(FT)

R

350000.00 1579.08

1150.001150.00

0.00 250

7'09.7"E 3060.451

2500.00

19228.08

2500.00

28016.50 6.00 2.92 250

0.71

3'58.0"E 6772.408

28000.00 18188.38

2500.002500.00

6.00 2.93 250

0'05.9"E 6474.0900'02.8"E 7755.053

48000.00 3615.96

1350.001350.00

3.25 1.96 250

4'23.2"E8'06.6"E

2071.6129121.617

3740.45 5.00

1600.00

2.81 250

19516.50 5759.88 7.00 2.91 220

2000.002000.00

32000.00

4'58.7"E 3821.897

1185.16

1150.00

135000.00 0.00 1.85 250

1150.00

120000.00 1182.15 1.00 1.08 250

1150.001150.00

7'37.9"E

HSR13-44TT-B0007AS SHOWN

TRACK GUIDEWAY

HORIZONTAL ALIGNMENT DATA TABLE

HALF-SINEHALF-SINEHALF-SINEHALF-SINEHALF-SINEHALF-SINEHALF-SINEHALF-SINEHALF-SINEHALF-SINEHALF-SINEHALF-SINEHALF-SINEHALF-SINEHALF-SINEHALF-SINE

2321196.327

2321360.856

2321693.073

2322025.178

2322339.091

2322659.929

2322973.666

2323305.404

2323635.442

2324736.921

2325342.363

2328049.114

2329298.318

2335104.250

2336131.769

2338743.256

2339944.647

2341510.329

2342526.917

2345133.082

2346060.735

2351366.0672353051.837

2359745.812

2359815.273

2359909.248

2359978.689

2367360.092

2369112.423

2373923.521

2374740.8722375866.9722376689.822

2378880.686

6278394.828

6277852.374

6276751.406

6275616.873

6274510.547

6273373.646

6272267.270

6271129.486

6270027.863

6266368.131

6264462.2286259401.638

6257840.064

6250804.792

6249578.3936246903.473

6245846.822

6244490.277

6243602.012

6241096.645

6240115.867

6234459.515

6232613.704

6216044.528

6213545.725

6207072.317

6204573.513

6187225.668

6185442.9246180676.494

6179867.521

6178760.543

6177957.164

6175820.232

4'26.6"E 1181.305

566.86

7101.04.43

7095+37.577083+87.57

7072+05.437060+55.43

7048+74.127037+24.12

7025+38.967013+88.966975+67.066955+67.06

6898+07.186878+07.18

6786+85.576770+85.57

6733+45.126717+45.12

6696+73.506683+23.50

6647+07.556633+57.55

6556+02.496531+02.49

6349+14.126324+14.12

6259+40.036234+40.03

6042+11.946017+11.94

5949+39.535937+89.53

5922+10.455910+60.45

5880+00.00

FRESNO TO BAKERSFIELD

1600.00

LOCALLY GENERATED ALTERNATIVE

EARING

(ft)

DISTANCE STATION NORTHING EASTING

TYPE

SPIRAL

(MPH)

V

(IN)

Eu

(IN)

Ea

(FT)

LS

(FT)

Lc

0.50

6'52.2"E

0.50 1.68

1.68

8'02.1"E 530.016

0.50 1.68

6'56.4"E5'01.1"E

0.50 1.68

7'07.7"E

25.765

100.00100.00

162.78 79

1122+00.00

1121+89.221120+89.22

1119+29.591118+29.59

1113+17.621112+17.62

1110+57.361109+57.36

881+81.58880+81.58

879+18.56878+18.56

872+88.55871+88.55

870+25.77869+25.77

869+00.00

22775.779

163.02

160.26

159.63

100.00100.00100.00100.00100.00100.00

797979

0°30'0"0°30'0"0°30'0"0°30'0"

CLOTHOIDCLOTHOIDCLOTHOIDCLOTHOIDCLOTHOIDCLOTHOIDCLOTHOIDCLOTHOID

(DEGREES)

Dc

BNSF M/L 1 TRACK GEOMETRY DATA

10.780

FB LGA SB TRACK GEOMETRY DATA

2361460.906

2361468.623

2361540.108

2361653.113

2361723.204

2362081.511

2362151.602

2362265.055

2362336.544

2378641.906

2378713.598

2378831.602

2378904.677

2379292.512

2379365.587

2379483.422

2379555.115

2379573.561

6192618.735

6192611.209

6192541.282

6192428.534

6192357.208

6191991.526

6191920.201

6191807.013

6191737.089

6175835.163

6175765.448

6175652.977

6175584.713

6175223.464

6175155.200

6175042.893

6174973.179

6174955.191

511.964

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
SECTION 1

SECTION 2

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

HSR13-44

TT-B0008AS SHOWN

TRACK GUIDEWAY

TYPICAL SECTIONS SHEET 1

FRESNO TO BAKERSFIELD

NOTES:

LOCALLY GENERATED ALTERNATIVE

5884+74 TO 5918+00

ACK AND MOIF YARD - EMBANKMENT ADJACENT TO BNSF, CENTER ACCESS RD

5880+00 TO 5884+74

AND MOIF YARD LEAD - EMBANKMENT ADJACENT TO BNSF

TO 5918+00STA 5896+00CB BETWEEN

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

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

PROVIDE ADDITIONAL ROOM FOR MAINTENANCE AND WALL INSPECTION.

4. OCS POLE LAYOUT TRANSITIONS TO THE OUTSIDE AT RETAINING WALL TO

SUPERELEVATION IS SHOWN IN THE CURVE DATA TABLE.

3. SUPERELEVATION IS NOT SHOWN. THE AMOUNT OF APPLIED2. FOR STRUCTURE DIMENSIONS SEE STRUCTURAL CROSS SECTIONS.1.TRACKFORM IS INDICATIVE.

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

•

NB HSR

•

SB HSR

R/W

BNSF

10.67'

3.00' WALKWAY TYP

16.50'

OG

3.00'

 PROPOSED HSR CORRIDOR

17.50'

1.00'

10.67'

15.00' 30.00' ±

R/W

BNSF

•

FUTURE M/L

BNSF

40.00' ± 15.00'

100.00'

4'-6' SWALE

0' TO 49.00' VARIES 85.00' TO 85.50'

STA 5898+00 TO 5912+00RET WALL BETWEEN

FENCEPROTECTIONFALL 

15.00'

ACCESS

MAINT

2.00'

12-15 FT SWALE TYP

2.00'

ACCESS

MAINT

15'

•

M/L 2

BNSF

PROPOSED

•

M/L 1

BNSF

PROPOSED

•

NB HSR

•

SB HSR

R/W

BNSF

10.67'

3.00' WALKWAY TYP

16.50'

OG

15.00' 3.00'

50' - PROPOSED HSR CORRIDOR

17.50'

2.00'

1.00'

12-15 FT SWALE TYP

10.67'

15.00' 30.00' ±

R/W

BNSF

•

FUTURE M/L

BNSF

15.00'

ACCESS

MAINT

O 44.00'

VARIES 40.00' ±

100.00'

85.00' ±

•

M/L 2

BNSF

PROPOSED

•

M/L 1

BNSF

PROPOSED
SECTION 4

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

HSR13-44

TT-B0009AS SHOWN

TRACK GUIDEWAY

TYPICAL SECTIONS SHEET 2

SECTION 3

FRESNO TO BAKERSFIELD

NOTES:

LOCALLY GENERATED ALTERNATIVE

5977+07 TO 5992+48

5954+75 TO 5975+89

TWIN TRACK - ADJACENT TO RETAINED BNSF AND WALKER ST

STA 5922+02 TO 5953+57

STA 5918+00 TO 5919+82

TWIN TRACK AND YARD LEAD - EMBANKMENT ADJACENT TO RETAINED BNSF

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

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

SUPERELEVATION IS SHOWN IN THE CURVE DATA TABLE.

3. SUPERELEVATION IS NOT SHOWN. THE AMOUNT OF APPLIED2. FOR STRUCTURE DIMENSIONS SEE STRUCTURAL CROSS SECTIONS.1.TRACKFORM IS INDICATIVE.

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

R/W

BNSF

R

1

2

100.00'

3.00' WALKWAY TYP

40.00' - VARIES 15.00' 15.00' 30.00' ±

17.50'

22.00'

PROPOSED HSR CORRIDOR - 139.5' TO 169.5' ±

•

M/L 1

BNSF

•

M/L 2

BNSF

•

FUTURE M/L

BNSF

VARIES 104.00' TO 134.00'

35.00' - VARIES

R/W

BNSF

3.00'

1.00'

1

2

4'-6' SWALE

ACCESS

FENCEPROTECTIONFALL 

ACCESS

MAINT

15'

2.00' 2.00'

VARIES

•

NB HSR

•

SB HSR

R/W

BNSF

10.67'

16.50'

OG

3.00'

PROPOSED HSR CORRIDOR

17.50'

1.00'

10.67'

15.00' 30.00' ±

R/W

BNSF

•

FUTURE M/L

BNSF

40.00' ± 15.00'

100.00'

4'-6' SWALE

49.00' TO 0.00'

VARIES 85.50' TO 104.00'

3.00' WALKWAY TYP

FENCEPROTECTIONFALL 

15.00'

ACCESS

MAINT

2.00' 2.00'

12-15 FT SWALE TYP

ACCESS

MAINT

15'

•

M/L 2

BNSF

PROPOSED

•

M/L 1

BNSF

PROPOSED

TO 5926+00STA 5952+40CB BETWEEN
10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

HSR13-44

TT-B0010AS SHOWN

TRACK GUIDEWAY

TYPICAL SECTIONS SHEET 3

SECTION 5

FRESNO TO BAKERSFIELD

NOTES:

LOCALLY GENERATED ALTERNATIVE

SUPERELEVATION IS SHOWN IN THE CURVE DATA TABLE.

3. SUPERELEVATION IS NOT SHOWN. THE AMOUNT OF APPLIED2. FOR STRUCTURE DIMENSIONS SEE STRUCTURAL CROSS SECTIONS.1.TRACKFORM IS INDICATIVE.

SECTION 6

6012+01 TO 6028+79

TWIN TRACK - EMBANKMENT LEFT ADJACENT TO RETAINED BNSF

5996+82 TO 6009+51

N TRACK - EMBANKMENT LEFT, RETAINED EMBANKMENT RIGHT, CENTER MAINTENANCE ACCESS RD

TO 6008+00STA 5995+00CB BETWEEN

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

R/W

BNSF

3.00' WALKWAY TYP

OG

3.00'

50'

1.00'

12-15 FT SWALE TYP

15.00' 30.00' ±

R/W

BNSF

•

FUTURE M/L

BNSF

40.00' ± 15.00'

100.00'

4'-6' SWALE

15.00' 3.00'

ACCESS

MAINT

2.00' 1.00'

TYP

FENCE 6015+00

ENDS AT STA

RET WALL

FENCEPROTECTIONFALL 

ACCESS

MAINT

15'

•

M/L 2

BNSF

PROPOSED

•

M/L 1

BNSF

PROPOSED

1

2

30'MAX

6'

MIN

30.00' ±

VARIES 110.00' TO 125.00'

ED HSR CORRIDOR

R/W

BNSF

7'

3.00' WALKWAY TYP

OG

3.00'

 - PROPOSED HSR CORRIDOR

7.50'

1.00'

15.00' 30.00' ±

R/W

BNSF

•

FUTURE M/L

BNSF

40.00' ± 15.00'

100.00'

4'-6' SWALE

VARIES 137.00' TO 148.00'

FENCEPROTECTIONFALL 

15.00'

ACCESS

MAINT

2.00' 2.00'

12-15 FT SWALE TYP

ACCESS

MAINT

15'

•

M/L 2

BNSF

PROPOSED

•

M/L 1

BNSF

PROPOSED

VARIES - 60.00' ±
10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

HSR13-44

TT-B0011AS SHOWN

TRACK GUIDEWAY

TYPICAL SECTIONS SHEET 4

SECTION 7

FRESNO TO BAKERSFIELD

NOTES:

LOCALLY GENERATED ALTERNATIVE

6028+79 TO 6035+85

TWIN TRACK - RETAINED EMBANKMENT LEFT, OPEN DRAINAGE RIGHT

SUPERELEVATION IS SHOWN IN THE CURVE DATA TABLE.

3. SUPERELEVATION IS NOT SHOWN. THE AMOUNT OF APPLIED2. FOR STRUCTURE DIMENSIONS SEE STRUCTURAL CROSS SECTIONS.1.TRACKFORM IS INDICATIVE.

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

1

2

OG

10.67'

FENCE TYP

2.00' 15.00' 3.00'

ACCESS

MAINT 

2.00'

-15 FT SWALE TYP

19.00' 17.50'

3.00' WALKWAY TYP

10.67'

1.00'

00' 16.50' 111.00'

VARIES 166.50' - PROPOSED HSR CORRIDOR

•

NB HSR

•

SB HSR

30'MAX

6'

MIN

SHEET TT-B0009SEE BENCH DETAILBENCH TYP
10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

HSR13-44

TT-B0012AS SHOWN

TRACK GUIDEWAY

TYPICAL SECTIONS SHEET 5

SECTION 8

FRESNO TO BAKERSFIELD

NOTES:

LOCALLY GENERATED ALTERNATIVE

6673+25 TO 6700+606517+24 TO 6545+00

6483+23 TO 6513+94

6470+00 TO 6482+83

6427+09 TO 6470+00

6420+50 TO 6421+39

6375+00 TO 6420+506371+75 TO 6375+00

6332+74 TO 6370+55

6265+97 TO 6329+44

6212+73 TO 6264+77

6098+12 TO 6211+53

6086+00 TO 6096+42

6078+15 TO 6086+00

6071+00 TO 6074+55

6035+85 TO 6071+00

TWIN TRACK - EMBANKMENT OPEN DRAINAGE

*****

4. STATION RANGE WITH ASTERISK (*) REQUIRES BENCH.

SUPERELEVATION IS SHOWN IN THE CURVE DATA TABLE.

3. SUPERELEVATION IS NOT SHOWN. THE AMOUNT OF APPLIED2. FOR STRUCTURE DIMENSIONS SEE STRUCTURAL CROSS SECTIONS.1.TRACKFORM IS INDICATIVE.

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

•

NB HSR

•

SB HSR

OG

10.67'

16.50' VARIES 60.00' TO 137.00'

3.00' WALKWAY TYP

17.50' 17.50'

10.67'

7.00

FENCE TYP

2.00'

15.00' 3.00'

ACCESS

MAINT

1.00'

2:1

1

2

30'MAX

6'

MIN

OR

0009

DETAIL
10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

HSR13-44

TT-B0013AS SHOWN

TRACK GUIDEWAY

TYPICAL SECTIONS SHEET 6

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

NOTES:

5. STEEL TRUSS STRUCTURE TYPE ANTICIPATED ACROSS CANALS.

USED FOR HOMOGENEITY IN TRACK TYPE AND ATTENUATION REQUIREMENTS

4. FOR BRIDGES SHORTER THAN 1000 FEET BALLASTED DECKS ARE TO BE 

SUPERELEVATION IS SHOWN IN THE CURVE DATA TABLE.

3. SUPERELEVATION IS NOT SHOWN. THE AMOUNT OF APPLIED2. FOR STRUCTURE DIMENSIONS SEE STRUCTURAL CROSS SECTIONS.1.TRACKFORM IS INDICATIVE.

SECTION 11

STA 6482+83 TO 6483+23

TWIN TRACK - RETAINED EMBANKMENT, FARM ROAD UNDERCROSSING

SECTION 10

YL STA 920+51 TO 922+63

SINGLE TRACK - MOIF YARD LEAD TRACK

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

18.00'

10.67'

•

SB HSR

18.00' 16.50'

10.67'

•

NB HSR

54.50' - PROPOSED HSR CORRIDOR

10.67'

•

YL

MOIF

6.50'

46.25'

22.00'

ACCESS ROAD

16.75'

OG
SECTION 12

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

HSR13-44

TT-B0014AS SHOWN

TRACK GUIDEWAY

FRESNO TO BAKERSFIELD

NOTES:

LOCALLY GENERATED ALTERNATIVE

SUPERELEVATION IS SHOWN IN THE CURVE DATA TABLE.

3. SUPERELEVATION IS NOT SHOWN. THE AMOUNT OF APPLIED2. FOR STRUCTURE DIMENSIONS SEE STRUCTURAL CROSS SECTIONS.1.TRACKFORM IS INDICATIVE.

6828+26 TO 6848+16

TWIN TRACKS - ELEVATED VIADUCT - STATION AND NB STORAGE TRACK

TYPICAL SECTIONS SHEET 7

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

•

NB HSR

•

SB HSR

•

TRACK

PLATFORM

•

TRACK

PLATFORM

OG

VARIES 0-25.00' 16.50'

10.67' 10.67' 10.67'

VARIES 0-25.00'

•

TRACK

STORAGE

NB

.71'MAX

VAR

0'-16.75'

VAR

VAR 92.75' - 117.75' - PROPOSED HSR CORRIDOR

22.00'-00.00'

VAR

16.75'-12.50'
SECTION 13

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

HSR13-44

TT-B0015AS SHOWN

TRACK GUIDEWAY

FRESNO TO BAKERSFIELD

NOTES:

LOCALLY GENERATED ALTERNATIVE

6848+16 TO 6863+66

TWIN TRACKS - ELEVATED VIADUCT - STATION TRACKS

TYPICAL SECTIONS SHEET 8

4. SEE STATION AREA PLANS FOR STATION PLATFORM DIMENSIONS.

SUPERELEVATION IS SHOWN IN THE CURVE DATA TABLE.

3. SUPERELEVATION IS NOT SHOWN. THE AMOUNT OF APPLIED2. FOR STRUCTURE DIMENSIONS SEE STRUCTURAL CROSS SECTIONS.1.TRACKFORM IS INDICATIVE.

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

•

SB HSR

16.50'

VARIES 120.00' MIN - PROPOSED HSR CORRIDOR

25.00' 5.75' 20.00' MIN

•

TRACK

PLATFORM

12.50'

•

NB HSR

12.50'

5.75' 25.00'

•

TRACK

PLATFORM

00' MIN

.50'MAX

VARIES VARIES

OG
10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

TT-B0016AS SHOWN

TRACK GUIDEWAY

TYPICAL SECTIONS SHEET 9

FRESNO TO BAKERSFIELD

NOTES:

SUPERELEVATION IS SHOWN IN THE CURVE DATA TABLE.

3. SUPERELEVATION IS NOT SHOWN. THE AMOUNT OF APPLIED2. FOR STRUCTURE DIMENSIONS SEE STRUCTURAL CROSS SECTIONS.1.TRACKFORM IS INDICATIVE.

STA:

LOCALLY GENERATED ALTERNATIVE

SECTION 14

HSR13-44

6863+66 TO 6874+83

TWIN TRACKS - ELEVATED VIADUCT - STATION AND SB STORAGE TRACK

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

•

NB HSR

•

SB HSR

•

TRACK

PLATFORM

•

TRACK

PLATFORM

OG

16.50' VARIES 0-22.00'

10.67' 10.67' 10.67'

•

TRACK

STORAGE

SB 

VAR

16.75'-12.50'

AR

-16.75'

VARIES 25.00'-0.00' VARIES 25.00'-0.00'

VAR 95.75' TO 117.75' - PROPOSED HSR CORRIDOR
10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

TT-B0017AS SHOWN

TRACK GUIDEWAY

TYPICAL SECTIONS SHEET 10

FRESNO TO BAKERSFIELD

NOTES:

SUPERELEVATION IS SHOWN IN THE CURVE DATA TABLE.

3. SUPERELEVATION IS NOT SHOWN. THE AMOUNT OF APPLIED2. FOR STRUCTURE DIMENSIONS SEE STRUCTURAL CROSS SECTIONS.1.TRACKFORM IS INDICATIVE.

LOCALLY GENERATED ALTERNATIVE

SECTION 15

HSR13-44

6874+83 TO 6884+95

TWIN TRACKS - ELEVATED VIADUCT - SB STORAGE TRACK

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

16.75' 16.50'

•

NB HSR

•

SB HSR

10.67' 12.50'

10.67'

47.00'

•

TRACK

SB STORAGE

92.75' - PROPOSED HSR CORRIDOR
SECTION 16

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

HSR13-44

TT-B0018AS SHOWN

TRACK GUIDEWAY

TYPICAL SECTIONS SHEET 11

FRESNO TO BAKERSFIELD

NOTES:

LOCALLY GENERATED ALTERNATIVE

AT STRADDLE • AT WHICH THEY OCCUR. NOT BY STATION RANGE.

4. SINGLE STRADDLE BENT LOCATIONS ARE NOTED BY THE STATION

SUPERELEVATION IS SHOWN IN THE CURVE DATA TABLE.

3. SUPERELEVATION IS NOT SHOWN. THE AMOUNT OF APPLIED2. FOR STRUCTURE DIMENSIONS SEE STRUCTURAL CROSS SECTIONS.1.TRACKFORM IS INDICATIVE.

7068+16 TO 7070+87

7018+26 TO 7020+82

7002+12 

6977+17 TO 6978+97

6967+32 TO 6969+42

6953+36 TO 6954+51

6940+87 

6935+46 6801+26 6798+06 

6779+96 TO 6784+36

6714+57 TO 6721+25

TWIN TRACKS - ELEVATED VIADUCT - STRADDLE BENT

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

•

NB HSR

•

SB HSR

OG

16.75' 16.50' 10.67'

50.00'

VARIES 90.00' TO 170.00' - PROPOSED HSR CORRIDOR
10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

TT-B0019AS SHOWN

TRACK GUIDEWAY

TYPICAL SECTIONS SHEET 12

FRESNO TO BAKERSFIELD

NOTES:

SECTION 17

HSR13-44

LOCALLY GENERATED ALTERNATIVE

6978+97 TO 7002+12

6969+42 TO 6977+17

6954+51 TO 6967+32

TWIN TRACKS - ELEVATED VIADUCT - SUMNER ST

CARS ONLY.

5. PARKING WHERE ALLOWED, WILL BE RESTRICTED TO PASSENGER4. PARKING RESTRICTED AT INTERSECTION AND STRADDLE BENTS.

SUPERELEVATION IS SHOWN IN THE CURVE DATA TABLE.

3. SUPERELEVATION IS NOT SHOWN. THE AMOUNT OF APPLIED2. FOR STRUCTURE DIMENSIONS SEE STRUCTURAL CROSS SECTIONS.1.TRACKFORM IS INDICATIVE.

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

•

NB HSR

•

SB HSR

OG

R/W

UPRR

16.75' 16.50' 10.67'

50.00' PROPOSED HSR CORRIDOR

TW

SUMNER ST WB SUMNER ST EB

6'

SW

VAR 12.00'

SHLD

0'-8' TW

6'

SW

12.00' VAR

SHLD

0'-8'

VAR

R/W

ROAD

5.0'±

1'-12'VAR

1'-14'

CB

CB

EOD

HSR 

12'

3' 3'
10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

TT-B0020AS SHOWN

TRACK GUIDEWAY

TYPICAL SECTIONS SHEET 13

FRESNO TO BAKERSFIELD

NOTES:

SUPERELEVATION IS SHOWN IN THE CURVE DATA TABLE.

3. SUPERELEVATION IS NOT SHOWN. THE AMOUNT OF APPLIED2. FOR STRUCTURE DIMENSIONS SEE STRUCTURAL CROSS SECTIONS.1.TRACKFORM IS INDICATIVE.

SECTION 18

HSR13-44

LOCALLY GENERATED ALTERNATIVE

7046+00 TO 7068+16

TWIN TRACKS - ELEVATED VIADUCT - EDISON HWY LEFT

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

•

"EDI" LINE

EDISON HWY

OG FG

R/W

ROADWAY 

EXIST 

19' 19'

TING ROADWAY RIGHT-OF-WAY

14'

TW TWLT

13' 14'

TW

ETW ETW ETW ETW

CB

12'

4'-42'

EOD

HSR 

EOD

HSR 

1.5%

10.67' 16.50' 16.75'

65.00' - PROPOSED HSR CORRIDOR

15.00'

ACCESS

MAINT

HWY WB

EDISON 

HWY EB

EDISON 

•

NB HSR

•

SB HSR

2'-23'

VAR

VAR

80'
10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

TT-B0021AS SHOWN

TRACK GUIDEWAY

TYPICAL SECTIONS SHEET 14

FRESNO TO BAKERSFIELD

NOTES:

SUPERELEVATION IS SHOWN IN THE CURVE DATA TABLE.

3. SUPERELEVATION IS NOT SHOWN. THE AMOUNT OF APPLIED2. FOR STRUCTURE DIMENSIONS SEE STRUCTURAL CROSS SECTIONS.1.TRACKFORM IS INDICATIVE.

SECTION 19

HSR13-44

LOCALLY GENERATED ALTERNATIVE

7070+87 TO 7101+04

TWIN TRACKS - ELEVATED VIADUCT - EDISON HWY RIGHT

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

•

SB HSR

•

NB HSR

R/W

UPRR

OG

16.50' 10.67'

14.00' 13.00'

50.00' - PROPOSED HSR CORRIDOR

14.00'

HWY WB

EDISON 

HWY EB

EDISON 

12.00'

VARIES

MIN

2.60'

16.75'

YPICAL

TW TWLT TW

CB

EOD

HSR 

2'

6'

SW

ETW
10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

TT-B0022AS SHOWN

TYPICAL SECTIONS SHEET 15

FRESNO TO BAKERSFIELD

SECTION 20

HSR13-44

LOCALLY GENERATED ALTERNATIVE

1033+64 TO 1106+26

BNSF YARD - AT-GRADE

TRACK GUIDEWAY - BNSF

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

R/W

BNSF

•

FUTURE M/L

BNSF

•

TRACK 1

STORAGE

BNSF

•

TRACK 2

STORAGE

BNSF

G

SR-43

ETW

ETW

R/W

HWY

100.00'

•

M/L 2

BNSF

•

M/L 1

BNSF

0' 15.00' 15.00' 15.00' 15.00' 30.00'

130.00'

18' 12' 12' 18'

60'
5885+00 5890+00

E: 6175820.23

N: 2378880.69

BEGSTA 5880+00(FBLGA)

ENDSTA 5879+93.88(WS1)

TIEINTOSUBSECTIONWS1

875+00

880+00 885+00 890+00

C

S 871

+88

.55

S

T

872

+88

.55

T

S

878

+

1

8

.56

S

C

879

+18

.56

C

S

8

8

0

+81

.58

S

T 881

+81

.58

PS NO 15

L

H

T

O

B

NSF

S

T

A 87

4

+24

.

6

4

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

290300

310320

330340

350360

370380

390

5875+00 5880+00 5885+00 5890+00

8.5 27.0

5874+36.37

ELE

V 355.57

5878+86.37P

VRC

ELE

V 355.57

5890+00.00

ELEV 355

.57

VC=900'

K=4007.5

VC=2227'

K=3722.9

POPLAR AVE

30.0'±

NOTES:

0.50" 162.78

EA (IN) EU (IN) LS (FT) LC (FT)

1.68" 100 B-2 79 0.50" 163.02

CURVE # MPH Dc (DMS) EA (IN) EU (IN) LS (FT) LC (FT)

0?30'0" 1.68" 100

ACCESS ROAD

2. FOR MOIF LEAD PROFILE SEE THE MOIF PLANS.1.FOR BNSF PROFILE SEE SHEETS TT-D1056 - TT-D1060.

R PROFILE WITHIN CONSTURCTION PACKAGE 4 LIMITS

PLAN

PROFILE

OG ALONG TRACK •

MATCHLINE( 5890+00.00)

MATCHLINE( 5890+00.00)

AS SHOWN

HSR13-44

TT-D1001

TRACK GUIDEWAY

STA 5880+00 TO 5890+00

PLAN AND PROFILE

2

TT-B0008

(BOTH TRACKS)

FB LGA TOR PROFILE

POPLAR

AVE

REALIGNMENTPOPLAR AVE

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

FRESNO TO BAKERSFIELD

MADERA

AVE

RAL VALLEY HWY (SR-43)

LOCALLY GENERATED ALTERNATIVE

FB LGA NB HSR •

FB LGA HSR SB •

B-1 B-2

1

TT-B0008
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

290300310320330340350360370380390

5900+00 5905+00 5910+00 5915+00 5918+00

5901+13.63EVC

ELEV 362.23

0.598%

5900+00 5905+00 5910+00 5915+00

T

S 5910

+

6

0

.45

900+00 905+00 910+00 915+00

AS SHOWN

HSR13-44

TT-D1002

TRACK GUIDEWAY

STA 5890+00 TO 5918+00

PLAN AND PROFILE

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

100.0'±

30.0'±

NOTES:

2. FOR MOIF LEAD PROFILE SEE THE MOIF PLANS.1.FOR BNSF PROFILE SEE SHEETS TT-D1056 - TT-D1060.

MAINT ACCESS ROAD

PLAN

PROFILE

CENTRAL VALLEY HWY (SR-43)

MATCHLINE( 5918+00.00)

M

A

T

C

H

L

IN

E

(

5

918

+

0

0

.

0

0

)

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

FB LGA SB •

(BOTH TRACKS)FB LGA TOR PROFILE

PROP BNSF TRACK 2

TT-B0008
5930+00 5935+00 5940+00 5945+00

C

S 5937

+89

.53

930+00 935+00 940+00 945+00

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

310320330340350360370380390400

5929+99.99

ELEV 379.50

5937+89.53EVC

ELEV 379.50

0.000%

VC=1579'

K=2639.5

5930+00 5935+00 5940+00 5945+00

HSR13-44

TT-D1003AS SHOWN

TRACK GUIDEWAY

STA 5918+00 TO 5946+00

PLAN AND PROFILE

101 250 350000 0.00 0.71 1150 1579.08

FRESNO TO BAKERSFIELD

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

LOCALLY GENERATED ALTERNATIVE

30.0'±

100.0'±

NOTES:

SS ROAD

2. FOR MOIF LEAD PROFILE SEE THE MOIF PLANS.1.FOR BNSF PROFILE SEE SHEETS TT-D1056 - TT-D1060.

MAINT ACCESS ROAD

PLAN

PROFILE

CENTRAL VALLEY HWY (SR-43)

BNSF

MATCHLINE( 5946+00.00)

M

A

T

C

H

L

IN

E

(

5946

+

0

0

.00

)

3

TT-B0009

101

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

(BOTH TRACKS)FB LGA TOR PROFILE

OG ALONG TRACK •

FB LGA SB HSR •

EMBANKMENT

SF SHOOFLY

PROP BNSF TRACK 
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

310320330340350360370380390400410

955+00 5960+00 5965+00 5970+00 5974+00

16.50'

0.000%

ELEV 379.50

PS 110MPHTO

STA 5958+43.55

ELEV 379.50

PS 110MPHTO

STA 5969+82.18

955+00 5960+00 5965+00 5970+00

55+00 960+00 965+00 970+00

HSR13-44

TT-D1004AS SHOWN

TRACK GUIDEWAY

STA 5946+00 TO 5974+00

PLAN AND PROFILE

FRESNO TO BAKERSFIELD

NOTES:

LOCALLY GENERATED ALTERNATIVE

SEE ROADWAY SHEETSPROP TULARE AVE

100.0'±

30.0'±

SEE NOTE 1S-INT-SHA-H5MASTER INTERLOCKING HOUSE

PS 110MPHTO

STA 5958+43.55

PS 110MPHTO

STA 5969+82.18

3. FOR MOIF LEAD PROFILE SEE THE MOIF PLANS.2.FOR BNSF PROFILE SEE SHEETS TT-D1056 - TT-D1060.

BE PROVIDED WITHIN 250' OF WAYSIDE FACILITY.

1. GROUND TO TRACK LEVEL STAIRWAY ACCESS TO

P

O

S

O AV

E

AV

E

C

A

L

IF

O

R

N

IA

OG ALONG TRACK •

MATCHLINE( 5974+00.00)

MATC

HLINE( 5974+00.00)

4

TT-B0009

PLAN

PROFILE

(BOTH TRACKS)FB LGA TOR PROFILE

TULARE

AVE

WALKER ST

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

FB LGA NB HSR •

FB LGA SB HSR •

AVE

SHAFTER

RETAINED EMBANKMENT

PROP TEMP XING

BE CLOSEDCROSSING TO

ACCESS ROAD

PROP BNSF TRACK

PROP BNSF SHOOFLY

A

V

E

SUN

SET

SEE NOTE 1S-INT-CEN-H6HOUSEINTERLOCKING 

ACCESS CONTROL GATE
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

320330340350360370380390400410420

E LERDOHWY

5985+00 5990+00 5995+00 6000+00

0.000%

16.50'

16.50'

MANNEL AVE

12.00'

5985+00 5990+00 5995+00 6000+00

985+00 990+00 995+00 1000+00

HSR13-44

TT-D1005AS SHOWN

TRACK GUIDEWAY

STA 5974+00 TO 6002+00

PLAN AND PROFILE

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

STA 5992+48

STA 5996+82

100.0'±

30.0'±

100.0'±

NOTES:

1.FOR BNSF PROFILE SEE SHEETS TT-D1056 - TT-D1060.

MAINT ACCESS ROAD MAINT ACCESS ROAD

S

T

ATE

A

V

E

J

A

C

K

SON AV

E

MINTER

AVE

E

LERDO

HWY

NTRAL VALLEY HWY (SR-43)

OG ALONG TRACK •

PROFILE

PLAN

MATCHLINE( 6002+00.00)

MATC

HLINE( 6002+00.00)

4

TT-B0009

WALKER ST

MANNEL

AVE

(BOTH TRACKS)FB LGA TOR PROFILE

BNSF

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

RETAINED EMB BRIDGE EMBANKMENT

9

TT-B0013

5

TT-B0010

PROP BNSF SHOOFLY

PROP BNSF R/W

ACCESS CONTROL GATE

ACCESS CONTROL GATE

PROP TEMP XING

TRACKS TYPEXISTINGREMOVE
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

320330340350360370380390400410420

6015+00 6020+00 6025+00 6030+00

INDUSTRYTRACK

0.000%

6015+00 6020+00 6025+00 6030+00

T

S

6017

+11

.

9

4

1015+00 1020+00 1025+00 1030+00

HSR13-44

TT-D1006AS SHOWN

TRACK GUIDEWAY

STA 6002+00 TO 6030+00

PLAN AND PROFILE

FRESNO TO BAKERSFIELD

NOTES:

S

T

A 6028

+78

.88

LOCALLY GENERATED ALTERNATIVE

S

T

A 6012

+01

30.0'±

140.0'±

RELOCATION DETAILS.

2. SEE SHEETS TT-D1052 TO TT-D1060 FOR BNSF 

BE PROVIDED WITHIN 250' OF WAYSIDE FACILITY.

1. GROUND TO TRACK LEVEL STAIRWAY ACCESS TO

PLAN

PROFILE

MATCHLINE( 6030+00.00)

M

A

T

C

H

L

IN

E

(

603

0

+00

.

0

0

)

(BOTH TRACKS)FB LGA TOR PROFILE

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

S

BEECH

AVE

CENTRAL VALLEY HWY (SR-43)

SF

DGE EMBANKMENT RET EMB

9

013

6

TT-B0010

PROP BNSF SHOOLY

UR

DUSTRY

ROP BNSF 

PROP BNSF TRACK

SEE NOTE 1S-PS-BCH PARALLELING STATION A (OPTION 2)
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

320330340350360370380390400410420

6040+00 6045+00 6050+00 6055+00 6058+00

0.000%

6040+00 6045+00 6050+00

6055+00

S

C 6042

+11

.94

1040+00

1045+00

1050+00

1055+00

HSR13-44

TT-D1007AS SHOWN

TRACK GUIDEWAY

STA 6030+00 TO 6058+00

PLAN AND PROFILE

102 250 28016.50 6.00 2.92 2500 19228.08

FRESNO TO BAKERSFIELD

NOTES:

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

LOCALLY GENERATED ALTERNATIVE

RELOCATION DETAILS.

2. SEE SHEETS TT-D1052 TO TT-D1060 FOR BNSF 

BE PROVIDED WITHIN 250' OF WAYSIDE FACILITY.

1. GROUND TO TRACK LEVEL STAIRWAY ACCESS TO

130

.

0

'±

PLAN

PROFILE

TRACK •

M

A

T

C

H

L

INE

( 6058

+00

.00

)

MATCHLINE( 6058+00.00)

8

TT-B0012

102

(BOTH TRACKS)FB LGA TOR PROFILE

BNSF

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

EMBANKMENT

FB LGA NB HSR •

FB LGA SB HSR •

BASINPROPOSED

PROP BNSF YARD

PROP BNSF R/W

S-PS-LOS SEE NOTE 1(OPTION 1)PARALLELING STATION A 

CENTRAL VALLEY HWY
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

320330340350360370380390400410420

6070+00 6075+00 6080+00 6085+00

RIVERSIDEST

ELEV 379.50

6085+00.00

ELEV 379.50

0.000%

VC=1500'

K=8888.9

6077+50.00BVC

16.50'

12.00'

6070+00 6075+00 6080+00

6085+00

MATCHLINE( 6086+00.00)

M

A

T

C

H

L

INE

(

6

0

8

6

+

0

0

.

0

0

)

HSR13-44

TT-D1008AS SHOWN

TRACK GUIDEWAY

STA 6058+00 TO 6086+00

PLAN AND PROFILE

FRESNO TO BAKERSFIELD

102 250 28016.50 6.00 2.92 2500 19228.08

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

LOCALLY GENERATED ALTERNATIVE

STA 6074+5

5

STA

6078+15

PLAN

PROFILE

G ALONG TRACK •

9

TT-B0013

102

(BOTH TRACKS)FB LGA TOR PROFILE

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

RIVERSIDE

ST

8

TT-B0012

8

TT-B0012

E

SEE ROADWAY SHEETS FOR DETAILSRIVERSIDE ST OVERCROSSING

EMBANKMENT BRIDGE EMBANKMENT
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

320330340350360370380390400410420

095+00 6100+00 6105+00 6110+00 6114+00

CHERRY AVE

16.50'

12.00'

-0.169% 

095+00 6100+00 6105+00

6110+00

HSR13-44

TT-D1009AS SHOWN

TRACK GUIDEWAY

STA 6086+00 TO 6114+00

PLAN AND PROFILE

FRESNO TO BAKERSFIELD

2500 19228.08

LS (FT) LC (FT)

LOCALLY GENERATED ALTERNATIVE

S

T

A 6096

+42

S

T

A 6098

+12

PLAN

PROFILE

OG ALONG TRACK •

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

MATCHLINE( 6114+00.00)

M

A

T

C

H

L

INE

(

6114

+00

.

0

0

)

8

TT-B0012

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

(BOTH TRACKS)FB LGA TOR PROFILE

CHERRY

AVE

9

TT-B0013

NKMENT BRIDGE EMBANKMENT
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

320330340350360370380390400410420

6125+00 6130+00 6135+00 6140+00 6142+00 -0.169%

6125+00 6130+00 6135+00

6140+00

MATCHLINE( 6142+00.00)

M

A

T

C

H

L

INE

( 614

2

+00

.

0

0

)

HSR13-44

TT-D1010AS SHOWN

TRACK GUIDEWAY

STA 6114+00 TO 6142+00

PLAN AND PROFILE

FRESNO TO BAKERSFIELD

102 250 28016.50 6.00 2.92 2500 19228.08

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

LOCALLY GENERATED ALTERNATIVE

NOTES:

BE PROVIDED WITHIN 250' OF WAYSIDE FACILITY.

1.GROUND TO TRACK LEVEL STAIRWAY ACCESS TO

PLAN

PROFILE

OG ALONG TRACK •

102

8

TT-B0012

E

ORANGE AVE E

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

NB HSR •

GA SB HSR •

OLEANDER

ST

(PRIVATE ROAD)ROAD CLOSURE 

ACCESS ROAD

O SITE A (OPTION 1)
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

300310320330340350360370380390400

6155+00 6160+00 6165+00 6170+00

6154+50.00BVC

ELEV 367.77

6165+00.00

ELEV 366.00 

VC=2100'

K=4597.7

6155+00 6160+00 6165+00

6170+00

HSR13-44

TT-D1011AS SHOWN

TRACK GUIDEWAY

STA 6142+00 TO 6170+00

PLAN AND PROFILE

FRESNO TO BAKERSFIELD

NOTES:

BE PROVIDED WITHIN 250' OF WAYSIDE FACILITY.

1. GROUND TO TRACK LEVEL STAIRWAY ACCESS TO

.92 2500 19228.08

U (IN) LS (FT) LC (FT)

LOCALLY GENERATED ALTERNATIVE

PLAN

PROFILE

MATCHLINE( 6170+00.00)

M

A

T

C

H

L

INE

( 61

7

0

+

0

0

.

0

0

)

8

TT-B0012

(BOTH TRACKS)FB LGA TOR PROFILE

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

MENDOTA

ST

RACCOADESS

FB LGA NB HSR •

FB LGA SB HSR •

(PRIVATE ROAD)ROAD CLOSURE

SEE NOTE 1S-ST-BUR STAND-ALONE RADIO SITE A (OPTION 2) 
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

300310320330340350360370380390400

6180+00 6185+00 6190+00 6195+00 6198+00

0.288%

6180+00 6185+00 6190+00 6195+00

HSR13-44

TT-D1012AS SHOWN

TRACK GUIDEWAY

STA 6170+00 TO 6198+00

PLAN AND PROFILE

FRESNO TO BAKERSFIELD

102 250 28016.50 6.00 2.92 2500 19228.08

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

LOCALLY GENERATED ALTERNATIVE

PLAN

PROFILE

OG ALONG TRACK •

MATCHLINE( 6198+00.00)

M

A

T

C

H

L

INE

(

6198

+00

.

0

0

)

102

8

TT-B0012

(BOTH TRACKS)FB LGA TOR PROFILE

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

R •

A SB HSR •
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

310320330340350360370380390400410

6210+00 6215+00 6220+00 6225+00

DRIVERRD

16.50'

0.288%

8.00'

6210+00 6215+00 6220+00

6225+00

HSR13-44

TT-D1013AS SHOWN

TRACK GUIDEWAY

STA 6198+00 TO 6226+00

PLAN AND PROFILE

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

NOTES:

BE PROVIDED WITHIN 250' OF WAYSIDE FACILITY.

1. GROUND TO TRACK LEVEL STAIRWAY ACCESS TO

S

TA

621

1

+

53

S

TA

6212

+

73

PLAN

PROFILE

MATCHLINE( 6226+00.00)

M

A

T

C

H

L

INE

( 6226

+00

.00

)

8

102 TT-B0012

CKS)

R PROFILE

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

BURBANK ST

DRIVER

RD

SEE NOTE 1S-SWS-BUR (OPTION 1)SWITCHING STATION

8

2

9

TT-B0013

EMBANKMENT BRIDGE EMBANKMENT

10' OPENING TYPBOX CULVERT X 3
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

320330340350360370380390400410420

235+00 6240+00 6245+00 6250+00 6254+00

0.288%

235+00 6240+00 6245+00 6250+00

HSR13-44

TT-D1014AS SHOWN

TRACK GUIDEWAY

STA 6226+00 TO 6254+00

PLAN AND PROFILE

FRESNO TO BAKERSFIELD

08

T)

LOCALLY GENERATED ALTERNATIVE

PLAN

PROFILE

MATCHLINE( 6254+00.00)

M

A

T

C

H

L

IN

E

(

6

254

+

0

0

.

0

0

)

8

TT-B0012

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

330340350360370380390400410420430

6265+00 6270+00 6275+00 6280+00 6282+00

ZACHARY AVE

16.50'

0.288%

8.00'

6265+00 6270+00 6275+00 6280+00

HSR13-44

TT-D1015AS SHOWN

TRACK GUIDEWAY

STA 6254+00 TO 6282+00

PLAN AND PROFILE

FRESNO TO BAKERSFIELD

NOTES:

BE PROVIDED WITHIN 250' OF WAYSIDE FACILITY.

1. GROUND TO TRACK LEVEL STAIRWAY ACCESS TO

LOCALLY GENERATED ALTERNATIVE

S

T

A 6264

+77

S

T

A 626

5

+97

PLAN

PROFILE

M

A

T

C

H

L

IN

E

(

628

2

+00

.

0

0

)

MATCHLINE( 6282+00.00)

8

TT-B0012

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

Z

A

C

H

A

R

Y

A

V

E

HSR •

 SB HSR •

9

TT-B0013

MBANKMENT BRIDGE EMBANKMENT

ON 2)
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

340350360370380390400410420430440

6295+00 6300+00 6305+00 6310+00

6297+50.00EVC

ELEV 403.36

0.182%

6295+00 6300+00 6305+00 6310+00

HSR13-44

TT-D1016AS SHOWN

TRACK GUIDEWAY

STA 6282+00 TO 6310+00

PLAN AND PROFILE

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

PLAN

PROFILE

MATCHLINE( 6310+00.00)MATCHLINE( 6310+00.00)

8

TT-B0012

CALLOWAY CANAL

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

18.00'

18.00'

340350360370380390400410420430440

6320+00 6325+00 6330+00 6335+00 6338+00

CALLOWAYCANAL

ACCESSRD

ACCESSRD

LINEDCHANNEL

7.50'0.182%

6320+00 6325+00 6330+00 6335+00

T

S 6324

+14

.12

HSR13-44

TT-D1017AS SHOWN

TRACK GUIDEWAY

STA 6310+00 TO 6338+00

PLAN AND PROFILE

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

S

T

A 632

9

+44

S

T

A 633

2

+74

PLAN

PROFILE

OG ALONG TRACK •

MATCHLINE( 6338+00.00)

M

A

T

C

H

L

IN

E

(

6

338

+00

.00

)

8

TT-B0012

9

TT-B0013

(BOTH TRACKS)FB LGA TOR PROFILE

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

CALLOWAY CANAL

PROPOSED REALIGNED 

HSR •

EMBANKMENT BRIDGE EMBANKMENT
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

340350360370380390400410420430440

6350+00 6355+00 6360+00 6365+00

0.182%

6350+00 6355+00 6360+00

6365+00

S

C 634

9

+

1

4

.12

HSR13-44

TT-D1018AS SHOWN

TRACK GUIDEWAY

STA 6338+00 TO 6366+00

PLAN AND PROFILE

103 250 28000 6.00 2.93 2500 18188.38

FRESNO TO BAKERSFIELD

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

BE PROVIDED WITHIN 250' OF WAYSIDE FACILITY.

1. GROUND TO TRACK LEVEL STAIRWAY ACCESS TO

LOCALLY GENERATED ALTERNATIVE

ACCESS ROAD

PLAN

PROFILE

MATCHLINE( 6366+00.00)

M

A

T

C

H

L

INE

(

6

3

6

6

+

0

0

.

0

0

)

8

TT-B0012

103

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

CALLOWAY CANALPROPOSED REALIGNED

C
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

350360370380390400410420430440450

375+00 6380+00 6385+00 6390+00 6394+00

0.182%

375+00 6380+00 6385+00

6390+00

HSR13-44

TT-D1019AS SHOWN

TRACK GUIDEWAY

STA 6366+00 TO 6394+00

PLAN AND PROFILE

103 250 28000 6.00 2.93 2500 18188.38

FRESNO TO BAKERSFIELD

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

LOCALLY GENERATED ALTERNATIVE

PLAN

PROFILE

MATCHLINE( 6394+00.00)

M

A

T

C

H

L

INE

(

6

3

9

4

+00

.

0

0

)

8

TT-B0012

103

H TRACKS)

GA TOR PROFILE

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

FB LGA NB HSR •

FB LGA SB HSR •
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

350360370380390400410420430440450

6405+00 6410+00 6415+00 6420+00 6422+00

0.182%

6405+00 6410+00 6415+00

6420+00

HSR13-44

TT-D1020AS SHOWN

TRACK GUIDEWAY

STA 6394+00 TO 6422+00

PLAN AND PROFILE

103 250 28000 6.00 2.93 2500 18188.38

FRESNO TO BAKERSFIELD

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

LOCALLY GENERATED ALTERNATIVE

S

T

A 6421

+39

PLAN

PROFILE

 TRACK •

M

A

T

C

H

L

INE

(

6

422

+00

.00

)

MATCHLINE( 6422+00.00)

103

8

TT-B0012

FRIANT-KERN CANAL

FILE

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

9

TT-B0013

NB HSR •

GA SB HSR •

EMBANKMENT BRIDGE
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

350360370380390400410420430440450

6435+00 6440+00 6445+00 6450+00

6433+00.00

ELEV 428.00

6440+50.00EVC

ELEV 430.78

0.371%

VC=1500'

K=7947.1

6435+00 6440+00 6445+00

6450+00

HSR13-44

TT-D1021AS SHOWN

TRACK GUIDEWAY

STA 6422+00 TO 6450+00

PLAN AND PROFILE

103 250 28000 6.00 2.93 2500 18188.38

FRESNO TO BAKERSFIELD

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

LOCALLY GENERATED ALTERNATIVE

PLAN

PROFILE

M

A

T

C

H

L

INE

(

6

450

+

0

0

.00

)

MATCHLINE( 6450+00.00)

103

8

TT-B0012

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

FB LGA NB HSR •

FB LGA SB HSR •
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

360370380390400410420430440450460

6460+00 6465+00 6470+00 6475+00 6478+00

0.371%

6460+00 6465+00 6470+00 6475+00

HSR13-44

TT-D1022AS SHOWN

TRACK GUIDEWAY

STA 6450+00 TO 6478+00

PLAN AND PROFILE

103 250 28000 6.00 2.93 2500 18188.38

FRESNO TO BAKERSFIELD

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

LOCALLY GENERATED ALTERNATIVE

NOTES:

BE PROVIDED WITHIN 250' OF WAYSIDE FACILITY.

1. GROUND TO TRACK LEVEL STAIRWAY ACCESS TO

ACCESS ROAD

PLAN

PROFILE

OG ALONG TRACK •

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

M

A

T

C

H

L

INE

( 6478

+00

.00

)

MATCHLINE( 6478+00.00)

103

8

TT-B0012

(BOTH TRACKS)FB LGA TOR PROFILE

SR •

SEE NOTE 1S-PS-VER PARALLELING STATION B (OPTION 2)
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

370380390400410420430440450460470

6490+00 6495+00 6500+00 6505+00

0.371%

6490+00 6495+00 6500+00

6505+00

HSR13-44

TT-D1023AS SHOWN

TRACK GUIDEWAY

STA 6478+00 TO 6506+00

PLAN AND PROFILE

103 250 28000 6.00 2.93 2500 18188.38

FRESNO TO BAKERSFIELD

NOTES:

BE PROVIDED WITHIN 250' OF WAYSIDE FACILITY.

1. GROUND TO TRACK LEVEL STAIRWAY ACCESS TO

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

LOCALLY GENERATED ALTERNATIVE

PLAN

PROFILE

OG ALONG TRACK •

MATCHLINE( 6506+00.00)

M

A

T

C

H

L

INE

(

6

506

+00

.

0

0

)

103

8

TT-B0009

TH TRACKS)

LGA TOR PROFILE

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

GA NB HSR •

FB LGA SB HSR •
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

18.00'

390400410420430440450460470480490

515+00 6520+00 6525+00 6530+00 6534+00

CANAL

EXIST LERDO

0.371%

ACCESSRD

LERDOCANAL

RE-LOCATED

515+00 6520+00 6525+00

6530+00

C

S 65

3

1

+02

.

4

9

HSR13-44

TT-D1024AS SHOWN

TRACK GUIDEWAY

STA 6506+00 TO 6534+00

PLAN AND PROFILE

2.93 2500 18188.38

FRESNO TO BAKERSFIELD

U (IN) LS (FT) LC (FT)

LOCALLY GENERATED ALTERNATIVE

S

TA

651

7

+24

PLAN

PROFILE

MATCHLINE( 6534+00.00)

M

A

T

C

H

L

INE

(

6

5

3

4

+

0

0

.

0

0

)

103

8

TT-B0012

UPRR

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

9

TT-B0013

BRIDGE EMBANKMENT

LERDO CANALPROP RE-ALIGNED
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

400410420430440450460470480490500

6545+00 6550+00 6555+00 6560+00 6562+00

15.00'

0.371%

13.00'

15.00' 13

.00'

13.00' 15.00'

13.00' 15.00'

15.00' 13

.00'

13.00' 15.00'

13.00' 15.00'

6545+00 6550+00 6555+00 6560+00

S

T 655

6

+

0

2

.

4

9

PLAN

PROFILE 100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

UPRR

MATCHLINE( 6562+00.00)

M

A

T

C

H

L

IN

E

(

6

5

6

2

+

0

0

.

0

0

)

9

TT-B0013

VIADUCT

HSR13-44

TT-D1025AS SHOWN

TRACK GUIDEWAY

STA 6534+00 TO 6562+00

PLAN AND PROFILE

FRESNO TO BAKERSFIELD

COFFEE RD

VIADUCT

EMBANKMENT

STA 6545+00

EMBANKMENT

LOCALLY GENERATED ALTERNATIVE
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

420430440450460470480490500510520

6575+00 6580+00 6585+00 6590+00

15.00'

13.00' 15.00'

6574+00.00

ELEV 480.25

6580+00.00EVC

ELEV 478.80

-0.241%

VC=1200'

K=1961.9

13.00'

6575+00 6580+00 6585+00 6590+00

HSR13-44

TT-D1026AS SHOWN

TRACK GUIDEWAY

STA 6562+00 TO 6590+00

PLAN AND PROFILE

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

PLAN

PROFILE

OG ALONG TRACK •

MATCHLINE( 6590+00.00)MATCHLINE( 6590+00.00)

9

TT-B0013

VIADUCT

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

COFFEE

RD

TO BE RELOCATED
6600+00 6605+00 6610+00 6615+00

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

430440450460470480490500510520530

6600+00 6605+00 6610+00 6615+00 6618+00

6602+00.00

ELEV 473.50

6608+00.00EVC

ELEV 474.06 

0.093%

VC=1200'

K=3589.8

HSR13-44

TT-D1027AS SHOWN

TRACK GUIDEWAY

STA 6590+00 TO 6618+00

PLAN AND PROFILE

FRESNO TO BAKERSFIELD

NOTES:

BE PROVIDED WITHIN 250' OF WAYSIDE FACILITY.

1. GROUND TO TRACK LEVEL STAIRWAY ACCESS TO

LOCALLY GENERATED ALTERNATIVE

PLAN

PROFILE

ACK •

MATCHLINE( 6618+00.00)MATCHLINE( 6618+00.00)

9

TT-B0013

(BOTH TRACKS)FB LGA TOR PROFILE

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

UPRR

GOLDEN STATE HWY

FB LGA NB HSR •

FB LGA SB HSR •

VIADUCT

SEE NOTE 1S-ST-COFSTANDALONE RADIO SITE C
6630+00 6635+00 6640+00 6645+00

T

S 66

3

3

+57

.55

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

430440450460470480490500510520530

6630+00 6635+00 6640+00 6645+00

0.093%

HSR13-44

TT-D1028AS SHOWN

TRACK GUIDEWAY

STA 6618+00 TO 6646+00

PLAN AND PROFILE

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

ACCESS ROAD

MATCHLINE( 6646+00.00)

M

A

T

C

H

L

IN

E

( 6646

+

0

0

.

0

0

)

PLAN

LONG TRACK • PROFILE

9

TT-B0013

UPRR

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

(BOTH TRACKS)FB LGA TOR PROFILE

VIADUCT

TO BE RELOCATED

CCESS
655+00 6660+00 6665+00 6670+00

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

430440450460470480490500510520530

655+00 6660+00 6665+00 6670+00 6674+00

INDUSTRYTRACK

15.00'

13.00' 24.00'

0.093%

16.50'

SNOWRD

HSR13-44

TT-D1029AS SHOWN

TRACK GUIDEWAY

STA 6646+00 TO 6674+00

PLAN AND PROFILE

104 250 48000 3.25 1.96 1350 3615.96

FRESNO TO BAKERSFIELD

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

LOCALLY GENERATED ALTERNATIVE

6673+25

MATCHLINE( 6674+00.00)

M

A

T

C

H

L

IN

E

( 667

4

+

0

0

.

0

0

)

PLAN

PROFILE

104

SNOW

RD

(BOTH TRACKS)FB LGA TOR PROFILE

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

9

TT-B0013

FRUITVALE

AVE

FB LGA NB HSR •

FB LGA SB HSR •

VIADUCT EMB

31

.17

CLR
420430440450460470480490500510520

6685+00 6690+00 6695+00 6700+00 6702+00

0.093%

6685+00 6690+00 6695+00 6700+00

C

S 6683

+23

.50

S

T 669

6

+73

.50

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

HSR13-44

TT-D1030AS SHOWN

TRACK GUIDEWAY

STA 6674+00 TO 6702+00

PLAN AND PROFILE

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

MATCHLINE( 6702+00.00)

M

A

T

C

H

L

IN

E

(

6

7

0

2

+

0

0

.

0

0

)

PLAN

PROFILE

8

TT-B0012

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

(BOTH TRACKS)FB LGA TOR PROFILE

FB LGA NB HSR •

LGA SB HSR •

EMBANKMENT VIADUCT

6700+60

9

TT-B0013
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

KNUDSENRD

420430440450460470480490500510520

HWY-SB(SR-99)

GOLDENSTATE

HWY-NB(SR-99)

GOLDENSTATE

6715+00 6720+00 6725+00 6730+00

16.50'

16.50'

15.00'

15.00'

0.093%

ACCESSRD

6715+00 6720+00 6725+00 6730+00

T

S 6717

+45

.12

HSR13-44

TT-D1031AS SHOWN

TRACK GUIDEWAY

STA 6702+00 TO 6730+00

PLAN AND PROFILE

FRESNO TO BAKERSFIELD

NOTES:

BE PROVIDED WITHIN 250' OF WAYSIDE FACILITY.

1. GROUND TO TRACK LEVEL STAIRWAY ACCESS TO

LOCALLY GENERATED ALTERNATIVE

MATCHLINE( 6730+00.00)

M

A

T

C

H

L

IN

E

( 6730

+00

.00

)

PLAN

PROFILE

9

TT-B0013

(BOTH TRACKS)FB LGA TOR PROFILE

VIADUCT

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

DR GOLDEN STATE HWY-SB (SR-99)

GOLDEN STATE HWY-NB (SR-99) BEARDSLEY CANAL

STATE RD

16

TT-B0018

FB LGA SB HSR •

SEE NOTE 1S-PS-STA(OPTION 2)PARALLELING STATION C 
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

410420430440450460470480490500510

STATERD

 (SR-99)OFF-RAMP

GOLDENSTATEHWY-NB

 (SR-99) ON-RAMP

GOLDENSTATEHWY-NB

6740+00 6745+00 6750+00 6755+00 6758+00

6745+70.00BVC

ELEV 486.89

6752+20.00

ELEV 487.50

VC=1300'

K=3056.1

OLIVEDR

16.50' 15.00'

6740+00 6745+00 6750+00 6755+00

HSR13-44

TT-D1032AS SHOWN

TRACK GUIDEWAY

STA 6730+00 TO 6758+00

PLAN AND PROFILE

105 250 32000 5.00 2.81 1600 3740.45

FRESNO TO BAKERSFIELD

NOTES:

BE PROVIDED WITHIN 250' OF WAYSIDE FACILITY.

1. GROUND TO TRACK LEVEL STAIRWAY ACCESS TO

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

LOCALLY GENERATED ALTERNATIVE

PLAN

PROFILE

OG ALONG TRACK •

M

A

T

C

H

L

IN

E

(

6

7

5

8

+

0

0

.

0

0

)

MATCHLINE( 6758+00.00)

9

TT-B0013

105

(BOTH TRACKS)FB LGA TOR PROFILE

VIADUCT

STATE RD

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

STATE RD

OLIVE

DR

GOLDEN STATE HWY-SB (SR-99)

GOLDEN STATE HWY-NB (SR-99)

FB LGA NB HSR •

FB LGA SB HSR •
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

410420430440450460470480490500510

STATERD

6770+00 6775+00 6780+00 6785+00

BNSFTRACKS(2)

24.00'

15.00' 16.50'

-0.332%

15.00'

6770+00 6775+00 6780+00

6785+00

C

S 67

7

0

+85

.

5

7

S

T 678

6

+

8

5

.57

HSR13-44

TT-D1033AS SHOWN

TRACK GUIDEWAY

STA 6758+00 TO 6786+00

PLAN AND PROFILE

FRESNO TO BAKERSFIELD

105 250 32000 5.00 2.81 1600 3740.45

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

LOCALLY GENERATED ALTERNATIVE

PLAN

PROFILE

ONG TRACK •

M

A

T

C

H

L

IN

E

(

678

6

+

0

0

.

0

0

)

MATCHLINE( 6786+00.00)

16

TT-B0018

(BOTH TRACKS)FB LGA TOR PROFILE

BNSF

VIADUCT

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

STATE RD

PIERCE

RD

FB LGA NB HSR •

FB LGA SB HSR •
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

390400410420430440450460470480490

795+00 6800+00 6805+00 6810+00 6814+00

15.00'

15.00'

16.50'

16.50' -0.332% AIRPORT DR (SR-99) LOOP ON-RAMP

GOLDENSTATEHWY-NB

 (SR-99) OFF-RAMP

GOLDENSTATEHWY-NB

ELEV 468.46

STA 6809+52.57

PS 110MPHPOTO

ELEV 470.12

STA 6804+52.57

PS 110MPHPOTO

795+00 6800+00 6805+00 6810+00

HSR13-44

TT-D1034AS SHOWN

TRACK GUIDEWAY

STA 6786+00 TO 6814+00

PLAN AND PROFILE

FRESNO TO BAKERSFIELD

NOTES:

BE PROVIDED BETWEEN CROSSOVERS.

2. GROUND TO TRACK LEVEL STAIRWAY ACCESS TO

BE PROVIDED WITHIN 250' OF WAYSIDE FACILITY.

1. GROUND TO TRACK LEVEL STAIRWAY ACCESS TO

LOCALLY GENERATED ALTERNATIVE

PLAN

PROFILE

OG ALONG TRACK •

M

A

T

C

H

L

IN

E

( 68

1

4

+00

.

0

0

)

MATCHLINE( 6814+00.00)

(BOTH TRACKS)FB LGA TOR PROFILE

VIADUCT

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

GOLDEN STATE AVE (SR-204)

AIRPORT

DR

SEE NOTE 2.STAIRWAY ACCESS

(PRIVATE ROAD)

NADINE LN

16

TT-B0018

9

TT-B0013

FB LGA NB HSR •

FB LGA SB HSR •

11

0

M

P

H

P

O

T

O

F

B

LGA

S

T

A 6804

+

5

2

.

5

7

1

1

0

M

P

H

P

O

T

O

F

B

LGA

S

T

A 6809

+52

.57

BY OTHERSFLYOVER PROJECTFUTURE HAGEMAN

16

TT-B0018

9

TT-B0013

ROAD SSECCA

NADINE LNCONNECTION TO DRIVEWAY COMMERCIAL 
AS SHOWN

MATCH

LINE( 6828

+00.000)

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1035

TRACK GUIDEWAY

STA 6814+00 TO 6828+00

PLAN AND PROFILE

12

TT-B0014

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

50 0 50 100

1"=50' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

NOTES:

BE PROVIDED WITHIN 250' OF WAYSIDE FACILITY.

1. GROUND TO TRACK LEVEL STAIRWAY ACCESS TO

MATCHLINE( 6828+00.000)

PLAN

PROFILE

LOCALLY GENERATED ALTERNATIVE

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

CANAL CALLOWAY

VIADUCT

ACCESS ROAD

GOLDEN STATE AVE (SR-204)

FB LGA NB HSR •

FB LGA SB HSR •

STATION

TRACK

110MPHPO

TO

FBLGASTA6825

+91.20

110

MPHPOTO

FBLGASTA 6820

+91.20

SEE NOTE 1S-INT-NAD-N-H2INTERLOCKING HOUSE

SEE NOTE 1S-INT-NAD-N-H3MASTER INTERLOCKING HOUSE

TO BE RELOCATED

390400410420430440450460470480490

9 6820+00 1 2 3 4 6825+00 6 7 6828+00

16.50'15.00'

15.00'

16.50' -0.332%

CALLOWAYCANAL

ACCESSRD

ACCESSRD

ELEV 464.68

STA 6820+91.20

PS 110MPHPOTO

ELEV 463.02

STA 6825+91.20

PS 110MPHPOTO

6820+00 6825+00
AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1036

TRACK GUIDEWAY

STA 6828+00 TO 6842+00

PLAN AND PROFILE

50 0 50 100

1"=50' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

PLAN

PROFILE

VIADUCT

H TRACKS)

A TOR PROFILE

NOTES:

AND STORAGE TRACKS PROFILE INFORMATION.

1. SEE SHEETS TT-D1048 TO TT-D1051 FOR STATION

MATCH

LINE( 6842

+00.000)

MATCHLINE( 6842+00.000)

NB STATION TRACK •FB LGA 

STATION TRACK •FB LGA SB

LOCALLY GENERATED ALTERNATIVE

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

KERN

RIVER

PARKWAY

BIKE

TRAIL

KERN

RIVER

FB LGA NB HSR •

FB LGA SB HSR •

FLOODPLAIN

LIMITOF 100YRFEMA

FLOODPLAIN

LIMITOF 100YRFEMA

390400410420430440450460470480490

3 4 6835+00 6 7 8 9 6840+00 1 6842+00

KERNRIVER

16.50' 15.00'

6838+00.00

ELEV 459.00 

VC=1300'

K=2233.0

BIKETRAIL

PARKWAY

KERNRIVER

6835+00 6840+00
AS SHOWN

MATCH

LINE( 6856

+00.000)

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1037

TRACK GUIDEWAY

STA 6842+00 TO 6856+00

PLAN AND PROFILE

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

50 0 50 100

1"=50' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

VIADUCT

PLAN

PROFILE

NOTES:

2. SEE STATION PLANS FOR STATION SITE DETAILS.

BE PROVIDED WITHIN 250' OF WAYSIDE FACILITY.

1. GROUND TO TRACK LEVEL STAIRWAY ACCESS TO

MATCHLINE( 6856+00.000)

LOCALLY GENERATED ALTERNATIVE

13

TT-B015

PS NO 11

TO

FBLGASTA 6848

+16

.20

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

PLATFORMNB STATION

PLATFORMSB STATION

(BOTH TRACKS)FB LGA TOR PROFILE

FB LGA NB HSR •

FB LGA SB HSR •

STATION TRACK •FB LGA NB 

SEE NOTE 1S-INT-FST-N-H4 INTERLOCKING HOUSE

TO BE RELOCATED

400410420430440450460470480490500

7 8 9 6850+00 1 2 3 4 6855+00 6856+00

15.00'

16.50'

0.250%

ACCESSRD

CARRIERCANAL

(SUPERIMPOSED)

STA 6848+16.20

PS NO 11TO

6850+00 6855+00
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

400410420430440450460470480490500

1 2 3 4 6865+00 6 7 8 9 6870+00

0.250%

(SUPERIMPOSED)

STA 6863+66.14

PS NO 11TO

6865+00 6870+00

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1038

TRACK GUIDEWAY

STA 6856+00 TO 6870+00

PLAN AND PROFILE

VIADUCT

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

50 0 50 100

1"=50' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

PLAN

PROFILE

NOTES:

BE PROVIDED WITHIN 250' OF WAYSIDE FACILITY.

2. GROUND TO TRACK LEVEL STAIRWAY ACCESS TO

STORAGE TRACKS PROFILE INFORMATION.

1. SEE SHEETS TT-D1048 TO TT-D1051 FOR STATION AND

MATCH

LINE( 6870

+00.000)

MATCHLINE( 6870+00.000)

PS NO 11

TO

FBLGA

STA 6863

+66.14

LOCALLY GENERATED ALTERNATIVE

14

TT-B0016

KS)

PROFILE

(SITE B) SEE NOTE 2S-INT-F-ST-S-H2INTERLOCKING HOUSE

(SITE C) SEE NOTE 2S-INT-F-ST-S-H1INTERLOCKING HOUSE

FB LGA NB STATION TRACK •

B HSR •

ATION TRACK •

STORAGE TRACK •FB LGA SB STATION

FB LGA SB HSR •
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

390400410420430440450460470480490

6875+00 6 7 8 9 6880+00 1 2 3 6884+00

15.00'

16.50'

0.250%

CHESTER AVE

ELEV 468.21

STA 6874+83.20

PS 80MPHPOTO

6875+00 6880+00

T

S 6878

+07

.18

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1039

TRACK GUIDEWAY

STA 6870+00 TO 6884+00

PLAN AND PROFILE

VIADUCT

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

50 0 50 100

1"=50' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

PLAN

PROFILE

15

TT-B0017

NOTES:

BE PROVIDED WITHIN 250' OF WAYSIDE FACILITY.

1. GROUND TO TRACK LEVEL STAIRWAY ACCESS TO

MATCHLINE( 6884+00.000)

M

A

T

C

H

L

IN

E

(

6

884

+

0

0

.

000

)

LOCALLY GENERATED ALTERNATIVE

H

S

T

CHESTER

AVE

32ND

ST

FB LGA NB HSR •

FB LGA SB HSR •

SEE NOTE 1

S-INT-FST-S-H3

MASTER INTERLOCKING HOUSE

S

T

A

T

ION

T

R

A

C

K

80

M

P

H

P

O

T

O

F

B

LGA

S

T

A 6874

+83

.20
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

390400410420430440450460470480490

6895+00 6900+00 6905+00 6910+00 6912+00

QST

15.00' 16.50'

16.50'

16.50' 15.00'

15.00'

6912+00.00BVC

ELEV 477.50

0.250%

OST

MST

6895+00 6900+00 6905+00

6910+00

S

C 6898

+07

.18

VIADUCT

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

PLAN

PROFILE

9

TT-B0013

106 220 19516.50 7.00 2.91 2000 5759.88

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

MAT

C

H

L

INE

( 6912

+

0

0

.00

)

MATCHLINE( 6912+00.00)

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1040

TRACK GUIDEWAY

STA 6884+00 TO 6912+00

PLAN AND PROFILE

LOCALLY GENERATED ALTERNATIVE

ESPEE ST

Q

ST

O

ST

30TH ST

H

ST

M

ST

GOLDEN STATE AVE (SR-204)

106
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

UNION AVE

390400410420430440450460470480490

6925+00 6930+00 6935+00 6940+00

24THST

SUMNERST

15.00'

15.00' 16.50'

16.50'

6928+00.00EVC

ELEV 480.06

0.070%

C=1600'

=8902.5

6925+00 6930+00 6935+00

6940+00

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1041

TRACK GUIDEWAY

STA 6912+00 TO 6940+00

PLAN AND PROFILE

VIADUCT

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

PLAN

PROFILE

OG ALONG TRACK •

(BOTH TRACKS)FB LGA TOR PROFILE

106 220 19516.50 7.00 2.91 2000 5759.88

NOTES:

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

MAT

C

H

L

INE

( 69

4

0

+00

.

0

0

)

MATCHLINE( 6940+00.00)

(SEE NOTE 2)230kV ELECTRIC SOURCE

2. PROPOSED 230kV ELECTRIC SOURCE FROM UTILITY SWITCHING STATION.

WITHIN 250' OF WAYSIDE FACILITY.

1. GROUND TO TRACK LEVEL STAIRWAY ACCESS TO BE PROVIDED 

FB LGA NB HSR •

LOCALLY GENERATED ALTERNATIVE

ROAD CLOSURE

SEE NOTE 1S-SS-SUM SUBSTATION (OPTION 2)

ROADWAY STRUCTURE FSEXISTING APPROXIMATE

9

T-B0013

18

TT-B0016

9

TT-B0013

GOLDEN STATE AVE (SR-204)

SUMNER ST

UPRR

24TH ST

106

AVE

UNION
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

SUMNERST

400410420430440450460470480490500

6950+00 6955+00 6960+00 6965+00 6968+00

16.50' 15.00'

0.070%

6950+00 6955+00 6960+00

6965+00

C

S 6955

+67

.06

VIADUCT

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

PLAN

PROFILE

2.91 2000 5759.88

NOTES:

BE PROVIDED WITHIN 250' OF WAYSIDE FACILITY.

1. GROUND TO TRACK LEVEL STAIRWAY ACCESS TO

N) EU (IN) LS (FT) LC (FT)

MATCHLINE( 6968+00.00)

M

A

T

C

H

L

INE

( 696

8

+

0

0

.

0

0

)

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1042

TRACK GUIDEWAY

STA 6940+00 TO 6968+00

PLAN AND PROFILE

BASINPROPOSED

LOCALLY GENERATED ALTERNATIVE

FB LGA NB HSR •

FB LGA SB HSR •

JACKSON ST

TULARE

S

T

KERN

S

T

6

INYO

S

T

UPRR

17

TT-B0019

SONO

RA

S

T

16

TT-B0018

16

TT-B0018
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

400410420430440450460470480490500

6980+00 6985+00 6990+00 6995+006996+00

15.00' 16.50'

0.070%

ELE

V 48

4

.57

P

S 110

M

P

H

P

O

T

O

F

B

LGA

S

T

A 69

9

2

+07

.69

BEALE AVE

ELEV 483.76

PS 110MPHPOTO

FBLGASTA 6980+69.06

6980+00 6985+00 6990+00 6995+00

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1043

TRACK GUIDEWAY

STA 6968+00 TO 6996+00

PLAN AND PROFILE

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

VIADUCT

NOTES:

BE PROVIDED WITHIN 250' OF WAYSIDE FACILITY.

1. GROUND TO TRACK LEVEL STAIRWAY ACCESS TO

M

A

T

C

H

L

IN

E

(

6996

+00

.

0

0

)

MATCHLINE( 6996+00.00)

PLAN

PROFILE

LOCALLY GENERATED ALTERNATIVE

BASINPROPOSED 

B

E

A

L

E

A

V

E

O

W

E

N

S

S

T

GAG

E

S

T

BNSF

16

T-B0018

1

1

0

M

P

H

P

O

T

O

F

B

LGA

S

T

A

6

9

8

0

+69

.

0

6

11

0

MPH

POTO

FB

LGA

STA 6992+07

.

69

SEE NOTE 1

S-INT-SUM-H1

INTERLOCKING HOUSE

17

TT-B0019
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

ETRUXTON AVE

400410420430440450460470480490500

005+00 7010+00 7015+00 7020+00 7024+00

24.00'

15.00' 16.50'

24.00'

15.00'

0.070%

SJVR SPUR

SJVR SPUR

15.00'

ELEV 485.72

PS 110MPHPOTO

FBLGASTA 7008+46.32

005+00 7010+00 7015+00 7020+00

T

S 7013

+88

.96

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1044

TRACK GUIDEWAY

STA 6996+00 TO 7024+00

PLAN AND PROFILE

VIADUCT

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

PLAN

PROFILE

ACK •

NOTES:

BE PROVIDED WITHIN 250' OF WAYSIDE FACILITY.

1. GROUND TO TRACK LEVEL STAIRWAY ACCESS TO

M

A

T

C

H

L

IN

E

(

7

0

2

4

+

0

0

.00

)

MATCHLINE( 7024+00.00)

110

M

P

H

P

O

T

O

F

B

LGA

S

T

A 7008

+46

.32

LOCALLY GENERATED ALTERNATIVE

SEE NOTE 1S-INT-TRU-H1INTERLOCKING HOUSE

42.

24

CLR

36.

18

CLR 28. CL 31 R

B HSR •

OFILE

UXTON AVE

ST

WASHINGTON

ST

16

TT-B0018

UPRR

SJVR

SJVR

9

TT-B0013
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

CHAMBERLAIN AVE

400410420430440450460470480490500

7035+00 7040+00 7045+00 7050+00 7052+00

15.00' 16.50'

15.00' 16.50'

0.070%

AVE

MTVERNON

7035+00 7040+00 7045+00 7050+00

C

S 7037

+

2

4

.12

S

T 704

8

+

7

4

.12

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1045

TRACK GUIDEWAY

STA 7024+00 TO 7052+00

PLAN AND PROFILE

VIADUCT

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

PLAN

PROFILE

50 1.35 1150 1185.16

 (IN) EU (IN) LS (FT) LC (FT)

MA

T

C

H

L

IN

E

( 7052

+00

.00

)

MATCHLINE( 7052+00.00)

LOCALLY GENERATED ALTERNATIVE

18

TT-B0020

ROADWAY STRUCTURE FSEXISTING APPROXIMATE

MT

VERNON

AVE

HAROLD WAY

CHAMBERLAIN

AVE

UPRR
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

400410420430440450460470480490500

7065+00 7070+00 7075+00 7080+00

15.00' 16.50'

0.070%

15.00' 16.50' 

QUANTICO AVE

EASTSIDECANAL

7065+00 7070+00 7075+00 7080+00

S

C 7072

+05

.43

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1046

TRACK GUIDEWAY

STA 7052+00 TO 7080+00

PLAN AND PROFILE

VIADUCT

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

108

108 250 120000 0.50 1.58 1150 1182.15

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

PROFILE

MATCHLINE( 7080+00.00)

M

A

T

C

H

L

IN

E

( 70

8

0

+00

.

0

0

)

LOCALLY GENERATED ALTERNATIVE

19

TT-B0021

ROAD CLOSURE

BASINPROPOSED

E CALIFORNIA AVE 

QUANTICO

AVE

TRUST AVE

EDISON HWY

WEBSTER

ST

PROSPECT ST

16

TT-B0018
AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1047

TRACK GUIDEWAY

STA 7080+00 TO 7101+04

PLAN AND PROFILE

VIADUCT

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

E=6278394

.8282

N=2321196

.3269

PLAN

PROFILE

19

TT-B0021

FB LGA NB HSR •

FB LGA SB HSR •

BEG

STA 17285

+00

(BP)

END

STA 7101

+04

.43

(FB

LGA)

TIE

IN

TO

BP

SEGMENT

= 17285

+00

B

P

S

E

G

M

E

N

T

M

A

T

C

H

L

IN

E

( 7101

+04

.43

)

LOCALLY GENERATED ALTERNATIVE

ROADWAY STRUCTURE FSEXISTING APPROXIMATE

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

UPRR

EDISON HWY

EAST SIDE CANAL

OSWELL

ST

OSWELL

FRONT

ST

LAGUNA SECA WAY

ELEV 492.227101+04.43

410420430440450460470480490500510

7090+00 7095+00 7100+00 7105+00 7108+00

15.00' 16.50'

ELEV 492.29

0.070%

OSWELLST

7090+00 7095+00 7100+00

S

T 7095

+37

.57
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

380390400410420430440450460470480

10+00 15+00 20+00 25+00 26+00

7+24.79BVC

ELEV 460.61

10+44.89

ELEV 459.55

13+65.00EVC

ELEV 460.25 

0.219%

VC=640'

K=1162

BIKETRAIL

PARKWAY

KERNRIVER

KERNRIVER

CARRIERCANAL

10+00 15+00 20+00 25+00

T

S

7

+24

.

7

9

S

C

8

+84

.

7

9

C

S

1

2

+

0

4

.

9

9

S

T 13

+64

.99

6838+00.00

ELEV 459.00

6844+50.00EVC

ELEV 460.63

VC=1300'

K=2233.0

6835+00 6840+00 6845+00 6850+00

AS SHOWN

M

A

T

C

H

L

IN

E

( 26

+

0

0

.

0

0

)

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1048

TRACK GUIDEWAY - STATION TRACKS

STA 0+00 TO 26+00

PLAN AND PROFILE

NOTES:

BIKE

TRAIL

KERN

RIVER

PARKWAY

160 320.20

NOT SHOWN FOR CLARITY. 

3.TURNOUT ENTRY CURVE PER TM 2.1.3 TABLE 3.6.3,

SHEETS TT-D1050 AND TT-D1051.

2. FOR STATION STORAGE TRACK PROFILES SEE

ARE IDENTICAL.

1.TOR PROFILE FOR NB AND SB STATION TRACKS

LS (FT) LC (FT)

STATION PLATFORM

8.

5"MAX

MATCHLINE( 26+00.00)

PLAN

PROFILE

(SUPERIMPOSED)FB LGA ML TOR PROFILE

LOCALLY GENERATED ALTERNATIVE

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

GOLDEN STATE AVE (SR-204)

PLATFORM TYP

STATION

R

IV

E

R

K

E

R

N

01

CARRIER

CANAL

SEE NOTE 3

STORAGE TRACK •

FB LGA NB STATION

FB LGA SB HSR •

FB LGA SB STATION TRACK •

PS NO

1

1

TO

=NB

STORAGE

TRACK

0+00

NB

STATION

TRACK 22+25

.39

ELEV

462

.14

PS NO

1

1

TO

NB

STA 22+25

.3

9
AS SHOWN

390400410420430440450460470480490

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1049

TRACK GUIDEWAY - STATION TRACKS

STA 26+00 TO 48+92

PLAN AND PROFILE

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

STATION PLATFORM TYP

NOTES:

02 80 7000 1.25 2.41 120 220.22

3.TURNOUT ENTRY CURVE PER TM 2.1.3 TABLE 3.6.3, NOT SHOWN FOR CLARITY. 2. FOR STATION STORAGE TRACK PROFILES SEE SHEETS TT-D1050 AND TT-D1051.1.TOR PROFILE FOR NB AND SB STATION TRACKS ARE IDENTICAL.

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

PLAN

PROFILE

FB LGA NB STATION HSR •

FB LGA NB HSR •

(SUPERIMPOSED)FB LGA ML TOR PROFILE

LOCALLY GENERATED ALTERNATIVE

TRACK •, SEE NOTE 3FB LGA SB STORAGE

6865+00 6870+00 6875+00 6880+00

T

S 68

7

8

+

0

7

.

1

8

PS

NO 11

TO

=SB

STORAGE

TRACK

0+00

NB/SB

STATION

TRACK 37+75

.33

UPRR

H

S

T

CHESTER

AVE

F

S

T

02

8

0

M

P

H

P

O

T

O

=

N

B

S

T

A

T

ION

T

R

A

C

K

4

8

+92

.93

F

B

L

G

A

S

T

A 6874

+

8

3

.20

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

35+00 40+00 45+00 48+93

39+00.59BVC

ELEV 465.81

41+31.71

ELEV 466.32

43+62.82EVC

ELEV 466.89

0.250%

VC=462'

K=15002

ELEV 465

.54

PSNO 11

TO(SUPERIM

POSED)

N

B/SBSTA

TIONTRACK 37+75.33

ELEV 468.21

NBSTATIONTRACK 48+92.93

PS 80MPHPOTO

35+00 40+00 45+00

T

S 39

+

0

0

.59

S

C 40

+20

.59

C

S 42

+42

.81

S

T 43

+62

.81
6835+00 6840+00 6845+00 6850+00

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

15+00 10+00 5+00 0+00

10+80.32BVC

ELEV 459.77

11+80.32

ELEV 459.55

12+80.32EVC

ELEV 459.89

-0.219%

VC=200'

K=363

ELEV 462.14

NBSTORAGETRACK0+00

PS NO 11TO

BIKETRAIL

PARKWAY

KERNRIVER

KERNRIVER

410420430440450460470480490400390

BIKE

TRAIL

KERN

RIVER

PARKWAY

PLAN

PROFILE

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1050

TRACK GUIDEWAY - STATION NB STORAGE TRACK

STA 0+00 TO 19+76

PLAN AND PROFILE

FB LGA SB STATION TRACK •

LOCALLY GENERATED ALTERNATIVE

0+00

10+00 5+00 

15+00

PC

2

+

3

4

.

32

P

T

3

+20

.62

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

PS NO

1

1

TO

=NB

STA

STORAGE

TRACK

0+00

NB

STATION

TRACK

22+25

.3

9

PLATFORM TYP

STATION

GOLDEN STATE AVE (SR-204)

R

IV

E

R

K

E

R

N

FB LGA NB STATION TRACK •

STORAGE TRACK •

FB LGA NB

FB LGA NB HSR •

FB LGA SB HSR •

CANAL

CARRIER
AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1051

STA 0+00 TO 19+71

PLAN AND PROFILE

410420430440450460470480490400390

TRACK GUIDEWAY - STATION SB STORAGE TRACK

5+00 10+00 15+00

PLAN

PROFILE

LOCALLY GENERATED ALTERNATIVE

STORAGE TRACK •

FB LGA SB

6870+00 6875+00 6880+00 6885+00

T

S 6878

+07

.18 100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

S

T

O

R

A

G

E

T

R

A

C

K

S

B

S

T

A

T

IO

N

P

O

E

1

9

+

7

0

.62

F

S

T

CHESTER

AVE

30TH

ST

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

5+00 10+00 15+00 20+00

3+55.00

ELEV 466.32

4+55.00EVC

ELEV 466.57

0.250%

VC=200'

K=6537

ELEV 470.35

POE 19+70.62
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6015+00 6020+00 6025+00 6030+00

T

S

6017

+11

.94

1015+00 1020+00 1025+00 1030+00

MAIN LINE TRACK 1MAIN LINE TRACK 2

RACK (Dc=12°)

TERIM SPUR

S

BEECH

AVE

FUTURE MAIN TRACK

E

ASH

AVE

E

LOS

ANGELES

AVE

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1052 LOCALLY GENERATED ALTERNATIVE

BNSF TRACK GUIDEWAY PLAN

PS

No 11

R

H

T

O

(V=79mph)

PROP SHOOFLY TRACK

R TRACK (Dc=12°)

 INDUSTRY

15

'

FB LGA SB HSR •

FB LGA NB HSR •

MATCHLINE(SEESHEETD1053)

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

COMMUNICATIONS PLANS)(SEE SYSTEMS, WAYSIDE &PARALLELING STATION

(SEE ROADWAY PLANS)GRADE CROSSING CLOSUREAVE REALIGNMENT ANDPROPOSED BEECH 

140±'
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6045+00

6050+00

6055+00

6060+00

1045+00 1050+00 1055+00 1060+00

MAIN LINE TRACK 1MAIN LINE TRACK 2 FUTURE MAIN TRACK

GOLD'S

AVE

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1053 LOCALLY GENERATED ALTERNATIVE

BNSF TRACK GUIDEWAY PLAN

(CAPACITY=6275'±)

STORAGE TRACK 1

(CAPACITY=5945' ±)

STORAGE TRACK 2

(CAPACITY=5945' ±)

STORAGE TRACK 3

PROPOSED BNSF R/W

BNSF

3

0

'

±

20

TT-B0022

FB LGA SB HSR •

FB LGA NB HSR •

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

MATCHLINE(SEESHEETD1054)

15.00'

15.00'

15.00'

15.00'

15.00'

130±
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6075+00

6080+00

6085+00

6090+00

1075+00 1080+00 1085+00 1090+00

MAIN LINE TRACK 1

FUTURE MAIN TRACK

(CAPACITY=6275'±)

STORAGE TRACK 1

(CAPACITY=5945' ±)

STORAGE TRACK 2

(CAPACITY=5945' ±)

STORAGE TRACK 3

PROPOSED BNSF R/W

CENTRAL VALLEY HWY

RIVERSIDE

ST

AS SHOWN

(21610' CP TO CP)

MAIN LINE TRACK 2

3

0

'

±

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1054 LOCALLY GENERATED ALTERNATIVE

BNSF TRACK GUIDEWAY PLAN

BNSF

20

TT-B0022

FB LGA SB HSR •

FB LGA NB HSR •

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

MATCHLINE(SEESHEETD1055)

15.00'

15.00'

15.00'

15.00'

15.00'

130'±

25.00'
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

1105+00 1110+00 1115+00 1120+00 1125+00

TS 1109+57.36

S

C 111

0

+57

.

3

6

C

S

1112

+17

.

6

2

S

T 1113

+17

.62

T

S 1118

+29

.59

S

C

111

9

+29

.59

C

S

1

1

2

0

+89

.22

S

T 11

2

1

+89

.

2

2

MAIN LINE TRACK 1

RACK

POSED BNSF R/W

CENTRAL VALLEY HWY

(21610' CP TO CP)

MAIN LINE TRACK 2

PS

N

o

1

1

R

H

T

O

PS

N

o 15

RH

T

O

TURNOUT

EXISTING 

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1055 LOCALLY GENERATED ALTERNATIVE

BNSF TRACK GUIDEWAY PLAN

COMMUNICATIONS PLANS)

(SEE SYSTEMS, WAYSIDE & 

ACCESS ROADWAY

B-3 79 0.50" 160.26

CURVE # MPH Dc (DMS) EA (IN) EU (IN) LS (FT) LC (FT)

0?30'0" 1.68" 100 B-4 79 0.50" 159.63

CURVE # MPH Dc (DMS) EA (IN) EU (IN) LS (FT) LC (FT)

0?30'0" 1.68" 100

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

B-3

B-4
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

330340350360370380390400

870+00 875+00 880+00 885+00 888+00

0.000%

ELEV 351.00

882+50.00BVC

7.5 27.0

VC=1600'

R=0.06

POPLAR AVE

330340350360370380390400

900+00 905+00 910+00 915+00 916+00

913+50.00BVC

ELEV 374.001.000%

ELEV 359.00

898+50.00EVC

VC=1000' R=-0.10

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1056 LOCALLY GENERATED ALTERNATIVE

BNSF VERTICAL RAISE

STA 865+00 TO 916+00

PROFILE

PROFILE

OG ALONG TRACK • 10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

MATCHLINE( 916+00.00)-SEESHEET TT-D1057

BNSF TOP OF RAIL

PROFILE

MATCHLINE( 888+00.00)-SEEBOTTOM LEFT

OG ALONG TRACK •

BNSF TOP OF RAIL

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

BNSFREALIGNMENTLIMITS( 869+00.00)

BNSF TOP OF RAILCONFORM TO EXISTING
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

330340350360370380390400

25+00 930+00 935+00 940+00 944+00

-0.040%

330340350360370380390400

955+00 960+00 965+00 970+00 972+00

16.50' 10.50'

-0.040%

SHAFTER/TULARE AVE

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1057

BNSF VERTICAL RAISE

STA 916+00 TO 972+00

PROFILE

LOCALLY GENERATED ALTERNATIVE

PROFILE

OG ALONG TRACK • 10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

MATCHLINE( 972+00.00)-SEESHEET TT-D1058 

PROFILE

MATCHLINE( 944+00.00)-SEEBOTTOM LEFT

OG ALONG TRACK •

BNSF TOP OF RAIL

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

330340350360370380390400

985+00 990+00 995+00 1000+00

16.50' 14

.50'

988+50.00BVC

ELEV 376.20

993+50.00

ELEV 376.00

998+50.00EVC

ELEV 371.00

-1.000%

LERDOHWY

VC=1000'

R=-0.10

330340350360370380390400

1010+00 1015+00 1020+00 1025+00 1028+00

VC=1600'

R=0.06

1014+50.00BVC

ELEV 355.00

ELEV 347.00

1022+50.00

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1058 LOCALLY GENERATED ALTERNATIVE

BNSF VERTICAL RAISE

STA 972+00 TO 1028+00

PROFILE

PROFILE

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

MATCHLINE( 1028+00.00)-SEESHEET TT-D1059

PROFILE

OG ALONG TRACK •

BNSF TOP OF RAIL

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

MATCHLINE( 1000+00.00)-SEEBOTTOM LEFT

PROP LERDO HWY FS
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

330340350360370380390400

1040+00 1045+00 1050+00 1055+001056+00

0.000%

330340350360370380390400

065+00 1070+00 1075+00 1080+00 1084+00

0.000%

8.0 24.0

RIVERSIDEST

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1059 LOCALLY GENERATED ALTERNATIVE

BNSF VERTICAL RAISE

STA 1028+00 TO 1084+00

PROFILE

PROFILE

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

MATCHLINE( 1084+00.00)-SEESHEET TT-D1060

PROFILE

OG ALONG TRACK •

IL

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

MATCHLINE( 1056+00.00)-SEEBOTTOM LEFT
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

1095+00 1100+00 1105+00 1110+00 1112+00

0.000%

330340350360370380390400

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

TT-D1060 LOCALLY GENERATED ALTERNATIVE

BNSF VERTICAL RAISE

STA 1084+00 TO 1140+00

PROFILE

PROFILE

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

PROFILE

IL

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

SCALE APPLICABLE FOR FULL SIZE ONLY

MATCHLINE( 1112+00.00)-SEEBOTTOM LEFT

BNSFREALIGNMENTLIMITS( 1122+00.00)

NG