California High-Speed Rail Authority

Fresno to Bakersfield Section

Draft Supplemental 

Environmental Impact Report / Environmental Impact Statement

Volume III:

Roadway and Roadway Structure Plans

March 2017
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

HSR13-44CV-B0001

ROADWAY / GRADE SEPARATION

FRESNO TO BAKERSFIELD

INDEX OF SHEETS

LOCALLY GENERATED ALTERNATIVE

NO SCALE

RIPTION

DRAWING NO. REV NO. DRAWING DESCRIPTION

UCTURES GENERAL, ROADWAY, GRADE SEPARATION. & STRUCTURES

CV-R1001

CV-R1002

CV-R1003

CV-R1004

CV-R1005

CV-R1006

CV-R1007

CV-R1008

CV-R1009

CV-R1010

CV-R1011

CV-R1012

CV-R1013

ROADWAY - FRESNO AVENUE LAYOUTROADWAY - FRESNO AVENUE PROFILEROADWAY - METTLER AVENUE PROFILEROADWAY - TULARE AVENUE LAYOUTROADWAY - CENTRAL AVENUE LAYOUTROADWAY - CENTRAL AVENUE PROFILEROADWAY - EAST LOS ANGELES AVENUE LAYOUTROADWAY - EAST LOS ANGELES AVENUE PROFILEROADWAY - GOLD'S AVENUE LAYOUTROADWAY - GOLD'S AVENUE PROFILEROADWAY - TULARE AVENUE PROFILEROADWAY - EAST LERDO HIGHWAY LAYOUTROADWAY - EAST LERDO HIGHWAY PROFILE

CV-B0035

CV-B0036

CV-B0037

CV-B0038

CV-B0039

CV-R1014

CV-R1015

CV-R1016

CV-R1017

ROADWAY - STATE ROAD NORTH LAYOUTROADWAY - STATE ROAD NORTH PROFILEROADWAY - STATE ROAD SOUTH LAYOUTROADWAY - STATE ROAD SOUTH PROFILE

CV-R1018

CV-R1019

CV-R1020

CV-R1021

CV-R1022

CV-R1023

CV-R1024

CV-R1025

CV-R1026

CV-R1027

CV-R1028

CV-R1029

ROADWAY - SUMNER STREET LAYOUTROADWAY - SUMNER STREET LAYOUTROADWAY - SUMNER STREET PROFILEROADWAY - SUMNER STREET PROFILEROADWAY - SUMNER STREET PROFILEROADWAY - SUMNER STREET PROFILEROADWAY - EDISON HIGHWAY LAYOUTROADWAY - EDISON HIGHWAY LAYOUTROADWAY - EDISON HIGHWAY LAYOUTROADWAY - EDISON HIGHWAY PROFILEROADWAY - EDISON HIGHWAY PROFILEROADWAY - EDISON HIGHWAY PROFILETYPICAL SECTIONTYPICAL SECTIONTYPICAL SECTIONTYPICAL SECTIONTYPICAL SECTIONROADWAY

CV-B0040 TYPICAL SECTION
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

HSR13-44CV-B0002

ROADWAY / GRADE SEPARATION

FRESNO TO BAKERSFIELD

INDEX OF SHEETS

NO SCALE

LOCALLY GENERATED ALTERNATIVE

RIPTION

UCTURES

DRAWING NO.

REV NO. DRAWING DESCRIPTION

GHWAY FRONTAGE

ROADROADROADROADROADROAD

GRADE SEPARATION PROFILE - F STREETGRADE SEPARATION LAYOUT - STATIONGRADE SEPARATION LAYOUT - STATIONGRADE SEPARATION PROFILE - 32ND STREETGRADE SEPARATION LAYOUT - 34TH STREETGRADE SEPARATION PROFILE - CHESTER AVEGRADE SEPARATION PROFILE - K STREET

CV-T1047

CV-T1046

CV-T1045

CV-T1044

CV-T1043

CV-T1035

CV-T1036

CV-T1037

CV-T1038

CV-T1039

CV-T1040

CV-T1041

CV-T1042

CV-T1048

CV-T1049

CV-T1050

CV-T1051

GRADE SEPARATION PROFILE - MULTI-USE PATH 2GRADE SEPARATION PROFILE - 34TH ST MUP

ROAD

GRADE SEPARATION PROFILE - SR-204 NB OFF-RAMPGRADE SEPARATION PROFILE - SR-204 NB ON-RAMPGRADE SEPARATION PROFILE - SR-204 SB OFF-RAMPGRADE SEPARATION PROFILE - SR-204 SB ON-RAMPGRADE SEPARATION PROFILE - STATION ROAD 1 AND 2GRADE SEPARATION PROFILE - STATION 3 AND 4GRADE SEPARATION PROFILE - STATION 5 AND 6

CV-T1052

GRADE SEPARATION PROFILE - GOLDEN STATE AVENUE SOUTH FRONTAGE

AY

GENERAL, ROADWAY, GRADE SEPARATION. & STRUCTURES

ETET

EET

EET

OADOAD

OAD

OAD

ET

CV-T1053

CV-T7001

CV-T7002

CV-T7003

CV-T7004

CV-T7005

CV-T7006

CV-T7007

CV-T7008

CV-T7009

CV-T7010

ROADWAY STRUCTURES

CV-T7011

CV-T7012

CV-T7013

CV-T7014

CV-T7015

GRADE SEPARATION PROFILE - F ST MULTI-USE PATHGRADE SEPARATION PROFILE - STATION MULTI-USE PATHDRAFT GENERAL PLAN NO. 1 - POPLAR AVENUE OVERHEADDRAFT GENERAL PLAN NO. 2 - POPLAR AVENUE OVERHEADDRAFT GENERAL PLAN - RIVERSIDE STREET OVERHEADDRAFT TYPICAL SECTION - RIVERSIDE STREET OVERHEADDRAFT GENERAL PLAN NO. 1 - 7TH STANDARD VIADUCTDRAFT GENERAL PLAN NO. 2 - 7TH STANDARD VIADUCTDRAFT GENERAL PLAN NO. 3 - 7TH STANDARD VIADUCTDRAFT TYPICAL SECTIONS - 7TH STANDARD VIADUCTDRAFT GENERAL PLAN - CARRIER CANAL BRIDGE (WIDEN)DRAFT GENERAL PLAN - F STREET UCDRAFT ELEVATIONS - F STREET UCDRAFT SECTIONS - CHESTER AVE UC DRAFT GENERAL PLAN - CHESTER AVE UCDRAFT GENERAL PLAN - PEDESTRIAN BRIDGE OVER CARRIER CANALDRAFT GENERAL PLAN - PEDESTRIAN BRIDGE OVER SR-204 ON-RAMP
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

HSR13-44CV-B0003

ROADWAY / GRADE SEPARATION

FRESNO TO BAKERSFIELD

INDEX OF SHEETS

NO SCALE

LOCALLY GENERATED ALTERNATIVE

RIPTION

UCTURES

GE OVER SR-204 ON-RAMP

OVER F STREET
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

I

J

K

D

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

M BARRIER

M BARRIER

ROP INLET

IVE DRILLING

OOD PROTECTION BOARD

RMEABLE MATERIAL

RMEABLE BASE

ASE

MENT OF TRANSPORTATION

L PIPE ARCH

L PIPE

LOPE PROTECTION

RCED CONCRETE PAVEMENT

AR POINT

UCTION

L PIPE

E (6 FT)

NETRATION

LL

NCRETE PIPE

ST IRON PIPE

OLE

PEED RAIL

PEED TRAIN

PEED RAIL

GTRGSPGRGPGISGALVGA

GUTTERGALVANIZED STEEL PIPEGUARD RAILINGGRADING PLANEGEOGRAPHIC INFORMATION SYSTEMGALVANIZEDGAGE

HSR13-44CV-B0004

FRESNO TO BAKERSFIELD

GENERAL

ABBREVIATIONS AND SYMBOLS

CONTRACT NO.

NO SCALE

LOCALLY GENERATED ALTERNATIVE
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

ONTINUED

W

Y

LEGEND

SECTION NUMBER

DRAWING NUMBER

X

T

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

TO SPIRAL

IGNAL, TUBULAR STEEL,

N, TRANSVERSE

POWER SUPPLY STATION

ERMEABLE MATERIAL

ERMEABLE BASE

E POLE

AIL

MEMORANDUM

ADE

E

ONTROL BOX

RB, TANGENT TO CURVE

M BARRIER

ENT

IN VALLEY RAILROAD

4 SIDES

AL

 STATION

SOUND WALL

ONE RADIO SITE

RIE BEAM BARRIER

PIRAL TO TANGENT

TE

RAL RIB PIPE

AL STEEL PLATE PIPE ARCH

RAL STEEL PLATE PIPE

AL STEEL PLATE ARCH

AL SECTION DRAIN

 SADDLE BRACKET METHOD

 STATION

AKE, SPIRAL TO SPIRAL,

PLASTIC PIPE 

PECIFICATIONS

MATERIAL

INE

N

AIN

ORRUGATED STEEL PIPE

CURVE

D

AL ALUMINUM PLATE PIPE

VPIVOLVIAVERTVCPVCVARVYRSYRYLXINGX SECW/WWLOLWWWVWTWSPWSWMWHWBWUSFWSUPRRUPUONUDUCTWLTTWTYP

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

R/W AND EASEMENT LEGEND

HSR13-44

CV-B0005

FRESNO TO BAKERSFIELD

GENERAL

ABBREVIATIONS AND SYMBOLS

NO SCALE

LOCALLY GENERATED ALTERNATIVE
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

952+00 953+00

+00 6000+00

6050+00

6100+00

6500+00

6550+00

6600+00

6250+00

6300+00

6350+00

MATCH

6

1

24+00

M

A

T

C

H

6

3

7

6

+

0

0

1000 0 1000 2000

1"=1000' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY "FB LGA" 

HSR13-44CV-B0006AS SHOWN

KEY MAP SHEET 1

FRESNO TO BAKERSFIELD

SR-43

E

LERDO

HWY

E

LOS

ANGELES

AVE

CHERRY

AVE

D

RIVER

RD

ZAC

H

ARY

AVE

CALLOWAY

CANAL

BEARDSLEY

CANAL

SR-99

UPRR

ZERKER

RD

ROADWAY / GRADE SEPERATION

RD EE FF CO

ORANGE

AVE

C

E

N

T

R

A

L

A

V

E

SHAFTER

AVE

VERDUGO

LN

7TH STANDARD RD

RIVERSIDE

ST

GOLD'S

AVE

LOCALLY GENERATED ALTERNATIVE

4001

CV-R1006

8001R-VC

CV-R1010

2101R-VC

8001T-VC

9001T-VC

12 10 -T CV

13 10 -T CV 15 10 -T CV

16 10

-T CV

14 10

-T CV

17 10

-T CV

STREET NAME HSR ALIGNMENT STATION LOCAL STANDARD

GOLDS AVE 6065+20

7002+00

ORANGE AVE 6129+60MADERA AVE 5885+00

CITY OF SHAFTERCITY OF BAKERSFIELDCITY OF BAKERSFIELDCITY OF SHAFTER

MILLER ST 6997+10MENDOTA ST 6155+08

CITY OF SHAFTERCITY OF SHAFTER

24TH STREET 6928+00 CITY OF BAKERSFIELD

STREET CLOSURES

STEELE AVE 7060+00 CITY OF BAKERSFIELD

CITY OF SHAFTER

CITY OF BAKERSFIELD

MATCH

6620+00

HALEY ST
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6700+00

6750+00 6800+00

6900+00 6950+00

7000+00

0+00

7100+00

HSR13-44CV-B0007AS SHOWN

KEY MAP SHEET 2

FRESNO TO BAKERSFIELD

RNON

AVE

OSWELL

ST

EAST SIDE CANAL

EDISON HWY

SR-178

UNION

AVE

BEARDSLEY CANAL

SR-99

SR-204

ROADWAY / GRADE SEPARATION

R1014 CV- CV-R1016

018

-R1 CV

E RD N STAT STATE RD S

ST NER SUM

LOCALLY GENERATED ALTERNATIVE

LGA"

"FB

24TH ST

MILLER

ST

HALEY

ST

CITY OF BAKERSFIELD

CV-T1031

KERN COUNTY

CITY OF BAKERSFIELD

041

M

A

T

C

H

6

8

2

5

+

0

0

MATCH

70

1

7

+00

1000 0 1000 2000

1"=1000' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY 

R1024 CV-R1025 CV-R1026

019

-R1 CV

"FB LGA"
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

OG

PG

2% 2%

0%

DITCH

LIMIT OF

DITCH

LIMIT OF

0%

F

4

LATTER :1 OR FLATTER 4:1 OR

DITCH

LIMIT OF

DITCH

LIMIT OF

F

4

LATTER :1 OR FLATTER 4:1 OR

9'-183'

VAR

9'-11'

VAR

9'-11'

VAR

9'-177'

VAR

HP HP

5% 5%

ROW ES ETW ETW ES ROW

SHEETS FOR LOCATIONDITCH, SEE LAYOUT 

SHEETS FOR LOCATION

DITCH, SEE LAYOUT 

10' 10'

SHLD

4'

TW

12'

TW

12'

SHLD

10' 10'

8'-52'

VAR

4'-23'

VAR

TYPICAL SECTION

POPLAR AVE

"PO" STA 31+92 TO 41+80

"PO" STA 12+00 TO 24+67

•

LINE

"PO"

66'-280'

VAR

62'-257'

VAR

*4' 4' *4'

•

LINE

"PO"

OG

PG

2% 2%

FLATTER 10:1 OR

4'-33'

VAR

4'-19'

VAR

ROW ES ETW ETW ES ROW

SHLD TW TW SHLD

4' 12' 12' 4'

FLATTER

10:1 OR

13'-32'

VAR

13'-30'

VAR

TYPICAL SECTION

POPLAR AVE

"PO" STA 41+80 TO 45+00

"PO" STA 9+50 TO 12+00

33'-65'

VAR

33'-81'

VAR

OG

PG

2% 2%

•

LINE

"PO-C"

FLATTER

10:1 OR

1'-7'

VAR

1'-6'

VAR

ROW

ES ETW ETW ES

SHLD

4' 12'

TW

12' 4'

TW SHLD

FLATTER

10:1 OR

26' 26' ROW

TYPICAL SECTION

POPLAR CONNECTOR

"PO-C" STA 10+00 TO 18+72

ION

OF SHAFTER

OF SHAFTER

OF SHAFTER

OF SHAFTER

OF SHAFTER

OF SHAFTER

 OF BAKERSFIELD

Y OF BAKERSFIELD

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

OF SHAFTER

 OF SHAFTER

 OF SHAFTER

 OF SHAFTER

 OF BAKERSFIELD

 COUNTY

NS

OF SHAFTER

 BEGIN AND END OF BRIDGE. 20' BEFORE BEGIN CRASH CUSHION. TYPICAL AT *DIMENSION VARIES FROM 4' TO 11.5' STARTING 

OF BAKERSFIELD

 OF BAKERSFIELD OF BAKERSFIELD OF BAKERSFIELD

NS

Y OF BAKERSFIELD

NS

NS

BE DETERMINEDBE DETERMINEDBE DETERMINEDBE DETERMINEDBE DETERMINEDBE DETERMINEDBE DETERMINED

 OF BAKERSFIELD

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 

OF SHAFTEROF SHAFTER

 OF SHAFTER

 OF SHAFTER

 COUNTY

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-B0008 LOCALLY GENERATED ALTERNATIVE

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

PG

2% 2%

2'-14'

VAR

ROW

2'-14'

VAR

•

LINE

"CR2"

ETW ETW

OG

TW

12'

TW

12'

FLATTER

10:1 OR

FLATTER

10:1 OR

26' ROW 26'

COUNTY RD 2

TYPICAL SECTION

"CR2" STA 13+00 TO 23+04

PG

2% 2%

ROW

2'-14'

VAR

ROW

2'-11'

VAR

•

LINE

"CR3"

ETW ETW

OG

TW

12'

TW

12'

26' 26'

FLATTER

10:1 OR FLATTER 10:1 OR

COUNTY RD 3

TYPICAL SECTION

"CR3" STA 10+00 TO 22+84

HP

PG

2% 2%

HP

5% FLATTER 5%

4:1 OR

•

LINE

"CR2"

ETW ETW

OG

4'

TW

12'

TW

12' 4'

0%

F

4

LATTER :1 OR

SHEETS FOR LOCATIONDITCH, SEE LAYOUT 

10' 10'

9'-11'

VAR

ROW

10' 10'

9'-11'

VAR

FLATTER

4:1 OR 0% F4LATTER :1 OR

26'-83'

VAR

26'-82'

OW VAR

SHEETS FOR LOCATIONDITCH, SEE LAYOUT 

COUNTY RD 2

TYPICAL SECTION

"CR2" STA 10+00 TO 13+00

HSR13-44

CV-B0009

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS

FRESNO TO BAKERSFIELD

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

AS SHOWN

LOCALLY GENERATED ALTERNATIVE

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

VAR

1'-40'

TW

GS

2%

14'

ROW

FLATTER10:1 OR

4' 12' 12' 6' VAR

14'-21'

TW

SHLD TW TW SHLD

MGS MGS

2% 2% 2%

•

"FRE" LINE

FRESNO AVE

3.5' VAR

10'-13'

MGS

VAR

11'-14'

VAR

33'-67'

VAR

7'-43'

ABUT ABUT

OG

FLATTER10:1 OR FLATTER

10:1 OR 

8.0'

12'

TW

2% 2%

•

"FRE" LINE

FRESNO AVE

OG

FLATTER10:1 OR 

FLATTER

10:1 OR 

VAR

VAR

0'-14'

VAR VAR

0'-4'

SHLD

0'-12'

TW

TW

PGPG

ETW

ES ETW ETW ES ETW ETWES ETW ETW ROW

VAR

26'-34'

ABUT

VAR

52'-102'

14'

ROW

FRESNO AVE

TYPICAL SECTION

HSR UNDERPASS

FRESNO AVE

TYPICAL SECTION

FLATTER10% OR

"FRE" STA 24+04 TO 28+03

12'

SHLD

6'

CHEVRON

ETW

ES

ETW

2'

"FRE" STA 29+61 TO 38+11

N

20'-24'

VAR

0'-20'

"FRE" STA 28+03 TO 29+61

YARD LEAD UNDERPASS

ES

FLATTER10:1 OR 

VAR

14'-21'

TW

ETW ETW

2%

OG

16.5'

MIN

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-B0010 LOCALLY GENERATED ALTERNATIVE

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6'

W

PARAPET

10'

ABUT

5'

% OG

75'

ROW

ER 

R

12' 8' 6'

TW SHLD SW

PG

ETW

2%

'

ES

PARAPET

ABUT

1.5'

•

TUL" LINE

LARE AVE

1.5%

ROW

CLR

VERT

16.5'MIN

6+18

ION

VE

FLATTER 

10:1 OR

12' 8' 6'

TW SHLD SW

PG

ETW

2%

12'

TW

2%

8'

SHLD

6'

SW

ES ETW ES

•

 LINE

"WTUL"/"ETUL"/"WAL"

1.5% 1.5% OG

VAR

0'-4'

ROW

VAR

4'-39'

ROW

"WAL" STA 10+00 TO 11+63

"ETUL" STA 10+46 TO 17+37

"WTUL" STA 16+18 TO 20+18"WTUL" STA 14+81 TO 15+68

"WTUL" STA 10+50 TO 12+33

TYPICAL SECTION

SHAFTER AVE/TULARE AVE/WALKER ST

FLATTER 10:1 OR

FLATTER 

10:1 OR

PG 2%

•

"WAL" LINE

WALKER ST

SW

2%

SW

1.5% 1.5%

OG

ROW ROW

SHLD SHLD 9'-17'

VAR

4'-11'

VAR

TYPICAL SECTION

WALKER ST

"WAL" STA 11+63 TO 13+23

FLATTER 10:1 OR

FLATTER 

10:1 OR

TW

12' VAR 8' -15'

TW

VAR 8'-15' 12'

ES ETW ETW ES

6' 6'

35'-50'

VAR 

30'-44'

VAR 

PG 2%

SW

6'

2%

6'

SW

ETW

•

"ETUL" LINE

TULARE AVE

1.5% 1.5%

VAR

0'-6'

ROW

VAR

ROW

0'-6'

OG

SHLD SHLD

TYPICAL SECTION

TULARE AVE

"ETUL" STA 17+37 TO 18+77

FLATTER 10:1 OR

FLATTER 

10:1 OR

VAR 8'-14'

TW

12'

ES

TW

12' VAR 8'-14'

26'-38'

VAR 

26'-38'

VAR 

HSR13-44

CV-B0011

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS

FRESNO TO BAKERSFIELD

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

AS SHOWN

LOCALLY GENERATED ALTERNATIVE

2. NO TRUCK PARKING UNDER VIADUCTS

 EXISTING CONDITION DIMENSIONS.

NOTE: 1. VALUES WITHIN PARENTHESES INDICATE
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

15'

4.5'

ABUT

SW SW

ETW ETW

2%

ETW

TOP OF RAIL PARAPET

2%

MIN

PG

EP EP

8' 8'

40' 40'

57' 53'

4.5'

OG

16.5'

12' 12'

ABUT ABUT

1.5% 1.5%

12' 10'

TW

1.5% 1.5% 1.5%

"CNT" STA 13+64 TO 14+86

HSR UNDERPASS

CENTRAL AVE

TYPICAL SECTION

4'

PARKING

21' 18'

TW PARKING

VAR

0'-10'

TW

4.5'5.5'

ETW

FRESNO TO BAKERSFIELD

HSR13-44

CV-B0012

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

AS SHOWN

LOCALLY GENERATED ALTERNATIVE

2. NO TRUCK PARKING UNDER VIADUCTS

 EXISTING CONDITION DIMENSIONS.

NOTE: 1. VALUES WITHIN PARENTHESES INDICATE

•

"CNT" LINE

CENTRAL AVE

ROW ROW ROW
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

SHLD

ETW ES

ABUT

ROW

2'

12'

VAR

32'-58'

MEDIAN

SW SHLD TW

ETW

2%

ETW ETW

PARAPET TOP OF RAIL

2%

MIN

PG

VAR

ES ES

16.5'

OG

ABUT

1.5%

ROW

9'-32'

24' 12'

TW SHLD

ETW

ROW

2'

6' 10' 24' VAR

"LER" STA 16+60 TO 18+79

HSR UNDERPASS

E LERDO HWY

TYPICAL SECTION

9'-43'

13' 8'

FRESNO TO BAKERSFIELD

HSR13-44

CV-B0013

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

AS SHOWN

LOCALLY GENERATED ALTERNATIVE

NOTE: 1. VALUES WITHIN PARENTHESES INDICATE

 EXISTING CONDITION DIMENSIONS.

2. NO TRUCK PARKING UNDER VIADUCTS

•

"LER" LINE

E LERDO HWY

8' 8'

55' 55'
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

SW TW

ETW

2%

ETW

2%

PG

EP ES

PARKING TW

•

"LOS" LINE

E LOS ANGELES AVE

6' 18' 12' 12' VAR

80'

5' 11'

PARKING

SHLD/

0'-18'

FILL EXISTING BASIN

OG

1.5%

FLATTER

10:1 OR

FLATTER10:1 OR

ROW ROW

"LOS" STA 10+00 TO 21+01

E LOS ANGELES AVE

TYPICAL SECTION

FRESNO TO BAKERSFIELD

HSR13-44

CV-B0014

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

AS SHOWN

LOCALLY GENERATED ALTERNATIVE

2. NO TRUCK PARKING UNDER VIADUCTS

 EXISTING CONDITION DIMENSIONS.

NOTE: 1. VALUES WITHIN PARENTHESES INDICATE
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

TW

PG

•

"RIV" LINE

RIVERSIDE ST

2% 2%

ETW HP

FLATTER FG 4:1 OR

5% 5%

F

4

L

:

ATTER 1 OR

12' 12' 4' 4'

HP ES ETW ES

4'

13'-168' 13'-180'

10' 10'

0% 0%

10' 10'

FLATTER

4:1 OR

F

4

LATTER :1 OR

15' VAR 4' VAR 15'

TW

OG

ROW ROW

RIVERSIDE ST

TYPICAL SECTION

"RIV" STA 4+00 TO 16+95

"RIV" STA 23+50 TO 28+00

VAR

68'-235'

VAR

68'-223'

PARAPET

8' 46'

TTER

1 OR

16.5'

MIN

ROW

ERSIDE ST

AL SECTION

TA 29+43 TO 30+31

R UNDERPASS

TW

2% PG 2%

ETW

OG

12' 12'

ETW

•

"GLD" LINE

GOLD'S AVE

TW

FLATTER

4:1 OR

6'

5% 5%

F

4

L

:

ATTER 1 OR

ROW 4' HP 6' 4'HP ROW

GOLD'S AVENUE

TYPICAL SECTION

"GLD" STA 10+12 TO 23+00

22' 22'

ROW

VAR

0'-45'

TW

2% PG 2%

ETW

12' 12' 4'

ES

TW

•

"RIV-C" LINE

4'

ES ETW

FLATTER

4:1 OR

5' 4'

ROW

SHLD SHLD

5%

5'

ROW

VAR

0'-8'

5%

4'

F

4

L

:1

ATTEROR

0'-8'

VAR

RIVERSIDE CONNECTOR

TYPICAL SECTION

"RIV-C" STA 0+00 TO 14+12

HP HP

VAR

25'-33'

VAR

25'-33'

OG

FRESNO TO BAKERSFIELD

HSR13-44

CV-B0015

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

AS SHOWN

LOCALLY GENERATED ALTERNATIVE

NOTE: 1. VALUES WITHIN PARENTHESES INDICATE

 EXISTING CONDITION DIMENSIONS.

2. NO TRUCK PARKING UNDER VIADUCTS
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

CB

MEDIAN

CB CB

WALL

RETAINING

WALL

MGS MGS RETAINING

5%

•

"SR99NB" LINE

NB SR-99

•

"SR99SB" LINE

SB SR-99

WALL

RETAINING

5%

CB

•

"SR99SB" LINE

SB SR-99

MEDIAN

(36') (10') (10') (36') 10' 12'(36') (10') (10') (36') 10' 12'

•

"SR99NB" LINE

NB SR-99

"SR99SB" STA 288+00 TO 298+00

"SR99SB" STA 298+00 TO 301+86

(2% OR SUPER)

(2% OR SUPER)

9NB" STA 297+00 TO 302+95

9SB" STA 291+00 TO 297+00

(2% OR SUPER)

(2% OR SUPER)

4:1 OR FLATTER SEE "7TH3"SECTION

SR-99

TYPICAL SECTION

NORTHBOUND

SR-99

TYPICAL SECTION

NORTHBOUND SOUTHBOUND

SOUTHBOUND

OG

CB

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

HSR13-44CV-B0016AS SHOWN

TYPICAL SECTIONS

ROADWAY / GRADE SEPARATION

LOCALLY GENERATED ALTERNATIVE

FRESNO TO BAKERSFIELD

ES ES

TW SHLD SHLD TW SHLD

ETW ETW ETW ES

LINE

"7TH2"

SHLD

ETW ES

TW

ES

SHLD

ETW

11.5' 11.5'

11.5'

ES

11.5'

TW SHLD

ETW

SEE "7TH2" SECTION
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

WALL

RETAINING

CB

•

"SR99SB" LINE

SB SR-99

MEDIAN

(10') (10') (36')

" LINE

R-99

(2% OR SUPER) 

GORE

VAR 0'-23'

•

"7TH2" LINE

VAR 2% TO 5%

CB

CB

WALL

RETAINING

•

"7TH4" LINE

"SR99SB" STA 301+86 TO 308+25

•

"SR99SB" LINE

SB SR-99

MEDIAN

(10') (10') (36')

•

B" LINE

R-99

CB

WALL

RETAINING

•

"7TH4" LINE

"SR99SB" STA 308+25 TO 311+79

2%

5'-12'

VAR

5%

SHLD

10'

4:1 OR FLATTER 

(2%)

SR-99

TYPICAL SECTION

SOUTHBOUND

SOUTHBOUND

SR-99

TYPICAL SECTION

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

HSR13-44CV-B0017AS SHOWN

TYPICAL SECTIONS

ROADWAY / GRADE SEPARATION

LOCALLY GENERATED ALTERNATIVE

FRESNO TO BAKERSFIELD

ETW

TW

ES

SHLD

ETW

11.5'

ES

11.5'

SHLD

W

SEE "7TH2" & "7TH4" SECTION

ETW

TW

ES

SHLD

ETW

11.5'

ES

11.5'

SHLD

W

ETW ES

SEE "7TH4" SECTION
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

WALL

RETAINING

CB

•

"SR99SB" LINE

SB SR-99

MEDIAN

6') (10') (10') (36')

•

"SR99NB" LINE

NB SR-99

GORE

VAR 0'-23'

•

"7TH4" LINE

2% TO 5%

VAR

%) (2%)

•

"SR99SB" LINE

SB SR-99

MEDIAN

6') (10') (10') (36')

•

"SR99NB" LINE

NB SR-99

%) (2%)

0' TO 12'

VAR

10'

8' TO

VAR

2% 5% 5%

"SR99SB" STA 311+79 TO 318+30

"SR99SB" STA 318+30 TO 314+30

0' TO 5'

VAR

A 313+61 TO 316+03

SR-99

TYPICAL SECTION

HBOUND SOUTHBOUND

4:1 OR FLATTER

SOUTHBOUND

SR-99

TYPICAL SECTION

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

HSR13-44CV-B0018AS SHOWN

TYPICAL SECTIONS

ROADWAY / GRADE SEPARATION

LOCALLY GENERATED ALTERNATIVE

FRESNO TO BAKERSFIELD

ETW

TW

ES

SHLD

ES ETW

W SHLD

ETW

SECTION

SEE "7TH4"

ETW

TW

ES

SHLD

ES ETW

W SHLD

ETW

ETW ES HP

4'

ETW

(11.5') (11.5')

(11.5') (11.5')
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

NB SR-99 ON-RAMP

TYPICAL SECTION

8' 12' 4'

•

"7TH1" LINE

FLATTER FLA 4:1 OR

4

TTER :1 OR

4'

FG

5% SUPER

2% OR 

5%

CB

SHEETS FOR LOCATION 

DITCH, SEE LAYOUT 

FLATTER

4:1 OR 

VAR 46'-147'

FLATTER

4:1 OR

•

"7TH1" LINE

4'

MGS

"7TH1" STA 297+86 TO 303+60

"7TH1" STA 299+70 TO 301+54

•

"7TH1" LINE

"7TH1" STA 299+70 TO 303+60

GORE

VAR 0' TO 23'

2% TO 5%

VAR

VAR 36'-46'

OG

OG

PG

WALL

RETAINING

OG

5%

HSR13-44

CV-B0019

AS SHOWN

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

TYPICAL SECTIONS

ROADWAY / GRADE SEPARATION

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

N

SHLD TW

HP ES ETW ETW ES

SEE SR-99 SECTION

ROW

EXIST

HP

ES

SEE "7TH" SECTION

ROW
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

WALL

RETAINING

4' 10'

12'-16'

CB

CB

•

"7TH2" LINE

2%

4'

5%

FLATTER 4:1 OR

OG

FG

5%

SB SR-99 ON-RAMP

TYPICAL SECTION

CB

OG

5%

FLATTER

4:1 OR

"7TH2" STA 296+50 TO 298+40 CB

WALL

RETAINING

CB

CB

CB

WALL

RETAINING

•

"7TH4" LINE

4'

"7TH2" STA 299+20 TO 300+18

"7TH2" STA 293+89 TO 300+18

OG

4:1 OR FLATTER

ALL

TAINING

G

CB

WALL

RETAINING

LINE

LATTER

OG

HSR13-44

CV-B0020

AS SHOWN

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

TYPICAL SECTIONS

ROADWAY / GRADE SEPARATION

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

TW

VAR

SHLD SHLD

ESETW ETW ES

PG

HP

SEE SR-99 SECTION

ES

ES

SEE "7TH4" SECTION

HP

SEE "7TH4" SECTION

ECTION
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

4' 8'

F

4

LATTER :1 OR FLATTER 4:1 OR

4'

OG

5%

SUPER

2% OR

5%

SB SR-99 OFF-RAMP 

TYPICAL SECTION

TW

12'

"7TH3" STA 275+15 TO 288+56

•

LINE

"7TH3"

4'

F

4

LATTER :1 OR

10'

0%

'

VAR

5%

SHEETS FOR LOCATION DITCH, SEE LAYOUT 

FLATTER4:1 OR 

FLATTER

4:1 OR

4' 10' VAR

0%

9'-11'

VAR VAR

SHEETS FOR LOCATION 

DITCH, SEE LAYOUT 

FLATTER

4:1 OR

2+54 TO 287+08 "7TH3" STA 282+06 TO 288+56

0'-140'

10'

0'-129'

10'

4' 8'

•

"7TH3"LINE

4'

FLATTER

4:1 OR

4'

OG

10' VAR

0%

9'-11'

VAR VAR

SUPER 5%

2% OR

5%

SHEETS FOR LOCATION

DITCH,SEE LAYOUT

FLATTER

4:1 OR

SB SR-99 OFF-RAMP

TYPICAL SECTION

5%

WALL

RETAINING

4

F

:

LATTER 1 OR

"7TH3"STA 288+56 TO 292+90

140'-162'

10'

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

HSR13-44

CV-B0021AS SHOWN

TYPICAL SECTIONS

ROADWAY / GRADE SEPARATION

LOCALLY GENERATED ALTERNATIVE

FRESNO TO BAKERSFIELD

SHLD

ES ETW ES

PG

HP HP

4'

HP ES ES HP DITCH 

LIMIT OF

ROW

DITCH 

LIMIT OF

DITCH 

LIMIT OF

TW SHLD

ESETW ETW ES

PG

HP HP DITCH

LIMIT OF

ROW

VAR 12'TO 24'

0'TO 12'

VAR

N

DITCH

LIMIT OF
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

WALL

RETAINING

CB

5%

AMP

ON

9+62

8' VAR

WALL

RETAINING

CB

MP

ON

'

+26

VAR

WALL

RETAINING

4'

CB

•

"7TH4" LINE

OG

5% SUPER 

2% OR

SB SR-99 ON-RAMP

TYPICAL SECTION

8'

F

4

LATTER :1 OR

VAR

"7TH4" STA 308+26 TO 311+79

4' 12' 15'

5%

WALL

RETAINING

8'

CB

•

"7TH4" LINE

2% OG 5%

VAR

1.5'-12'

VAR GORE

6'-23' 14'-15'

SB SR-99 ON-RAMP

TYPICAL SECTION

"7TH4" STA 311+79 TO 315+50

12'

FLATTER

10:1 OR

8'

•

"7TH4" LINE

2%

OG

5%

VAR

0'-6' 0'-12'

GORE

VAR 

MGS

8'-15'

12'

SB SR-99 ON-RAMP

TYPICAL SECTION

"7TH4" STA 315+50 TO 318+30

FLATTER

10:1 OR

2%-5%

VAR

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

AS SHOWN

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS

CV-B0022HSR13-44

SHLD

W ES

78'-86'

ROW

LD

ES

15'-78'

ROW

TW SHLD SHLD

ES ETW ES

PG

15'-25'

ROW

SEE SR-99 SECTION

HP

SHLD

ETW ES

PG

VAR

ROW

TW

SHLD

ETW ES

PG

ROW

VAR

TW
VAR

VAR

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

•

"7TH5" LINE

12' VAR

•

"7TH5" LINE

12'

•

"7TH5" LINE

0'-6'

GOREVAR 

12'

ON-RAMP

SECTION

SUPER 

2% OR

00 TO 299+72

SUPER

2% OR 

OG

N-RAMP

SECTION

72 TO 301+26

A 301+26 TO 302+53

99 ON-RAMP

AL SECTION

 SUPER

2% OR

6'-18'

OG

8' 4'

•

"7TH5" LINE

4'

FLATTER

4:1 OR

OG

FL 5% ATTER

4:1 OR

4' VAR

12'-16'

2% OR SUPER 5%

"7TH5" STA 302+99 TO 310+24

SB SR-99 ON-RAMP

TYPICAL SECTION

8'

•

"7TH5" LINE

5%

12'

"7TH5" STA 302+53 TO 302+99

SB SR-99 ON-RAMP

TYPICAL SECTION

FLATTER

4:1 OR

 SUPER

2% OR

18'-23'

OG

SHLD

5%

8'

•

"7TH5" LINE

OG

5%

F

4

LATTER :1 OR

VAR

12'-16'

2% OR SUPER

SB SR-99 ON-RAMP

TYPICAL SECTION

1.5%

7' VAR

0'-4'

"7TH5" STA 310+24 TO 312+72

4'

4'

5%

5%

HSR13-44

CV-B0023

AS SHOWN

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

TYPICAL SECTIONS

ROADWAY / GRADE SEPARATION

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

PG

TW

GORE

6'-9'

PG

TW

GORE

PG

TW

SHLD

PG

HP ES ETW ES HP

TW

SHLD

PG

ES ETW

TW

GORE

SHLD

PG

ES ETW

TW

SW

SECTION

SEE "7TH" 

HP

HP
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

•

"7TH" LINE

8'

24'-36'

2% 2%

4'

5%

ER 

R FLATTER 4:1 OR

4'

OG

VAR VAR

5%

10' VAR

0%

9'-11'

VAR

SHEETS FOR LOCATION 

DITCH, SEE LAYOUT 

ON 

FLATTER

4:1 OR

7TH STANDARD RD

TYPICAL SECTION

•

"7TH" LINE

36'-48'

2% 2%

4'

5%

ATTER 

OR

OG

VAR VAR

2'-14'

VAR

24'-36'

1.5%

ON 

7TH STANDARD RD

TYPICAL SECTION

14'-24' 24'-48'

"7TH" STA 94+48 TO 103+55

15'-30'

4:1 OR FLATTER

SEE "7TH5"SECTION

"7TH" STA 128+40 TO 133+55

2%

VAR

VAR

24'-36'

1.5%

FLATTER

10:1 OR

VAR

•

"7TH" LINE

36'-48'

2% 2%

OG

2' VAR

11'-23'

FLATTER

10:1 OR

"7TH" STA 138+06 TO 141+16

VAR

2'-6'

MEDIAN

MERLE HAGGARD DR

TYPICAL SECTION

DR

N

10'

'

8'

8'

8' 8'

8' 8'

HSR13-44

CV-B0024

AS SHOWN

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

TYPICAL SECTIONS

ROADWAY / GRADE SEPARATION

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

VAR

TW

ES ETW ETW ETW ETW ES

PG

HP HP

MEDIAN TW

VAR

ROW

VAR

TW

ES ETW ETW ETW ETW ES

PG

HP

MEDIAN TW

SW

6.5'

ETW ES

TW

SW

6.5'

ROW

6'-42'

VAR

TW

ES ETW ETWETW

PG

TW

ROW

40'-76'

DITCH 

LIMIT OF

SAWCUT

BIKE LANE

SHLD/

BIKE LANE

SHLD/

BIKE LANE

SHLD/

BIKE LANE

SHLD/

BIKE LANE

SHLD/

BIKE LANE

SHLD/
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

WALL

RETAINING

CB

FLATTER 4:1 OR

4'

5%

VAR

GE

WALL

RETAINING

CB

50'-59'

FLATTER

4:1 OR

4'

%

VAR

GE

0'-50'

8'

WALL

RETAINING

CB

TAGE

15'

15'

15'

2%

7'

WALL

RETAINING

CB

2%

•

"GSHF"LINE

24'

2%

7'

2%

•

"GSHF"LINE

4'

5%

F

4

LATTER :1 OR

4'

5% FLATTER

4:1 OR

FLATTER

4:1 OR

4'

5%

OG

OG

7' 12'

•

"GSHF"LINE

OG

1.5%

1.5%

1.5%

FLATTER

10:1 OR

GOLDEN STATE HIGHWAY FRONTAGE

TYPICAL SECTION

GOLDEN STATE HIGHWAY FRONTAGE

TYPICAL SECTION

GOLDEN STATE HIGHWAY FRONTAGE

TYPICAL SECTION

24'

"GSHF"STA 48+85 TO 50+37

"GSHF"STA 50+37 TO 55+00

15'

15'

"GSHF"STA 45+81 TO 48+85

HSR13-44

CV-B0025

AS SHOWN

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

TYPICAL SECTIONS

ROADWAY / GRADE SEPARATION

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

HP

HP

LD

ES

ROW

UPRR

ROW

UPRR

ROW

UPRR

ACCESS

MAINT

ACCESS

MAINT

ACCESS

MAINT

SW TW

ETW ETW

PG

SW

ETW

ETW

PG

HP

HP

HP

SW

ETW

TW

ROW

UPRR

ROW

UPRR

ACCESS

MAINT

ACCESS

MAINT
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

CL

% 2%

PG

"COF" LINE

COFFEE RD

4'

HP

ETW

ER

R

FLATTER

4:1 OR

5%

ROW

5'

17.5'

TW

12.5'

W

.5'

TA 37+20 TO 44+92

TA 9+80 TO 33+00

FFEE RD

AL SECTION

CL

OG 2% PG 2%

"COF" LINE

COFFEE RD

FLATTER4:1 OR

4'

HP

ETW

4'

ETW

HP

TW

12.5

TW

12.5

ROW

HSR

5%

HSR NB HSR SB

20'-40'

VAR

11'-21'

VAR

"COF" STA 33+00 TO 37+20

COFFEE RD

TYPICAL SECTION

5'-57'

VAR

ROW

5%

FLATTER

4:1 OR

ACCESS ROAD 

PRIVATE 

10' 10' VAR

0%

9'-11'

R LOCATION 

EE LAYOUT 

FLATTER

4:1 OR

24'-38'

2%

•

"COF" LINE

2%

FLATTER

4:1 OR

4'

5%

OG

VAR

0'-100'

F

4

LATTER :1 OR 5%

VAR

0'-141'

10' 10' VAR

0%

9'-11'

VAR 10' 10'

0%

9'-11'

8' 8'

SHEETS FOR LOCATION 

DITCH, SEE LAYOUT SHEETS FOR LOCATION 

DITCH, SEE LAYOUT 

FLATTER

4:1 OR 

FLATTER

4:1 OR 

COFFEE RD

TYPICAL SECTION

"COF" STA 53+47 TO 60+11

4'

HSR13-44

CV-B0026

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS

FRESNO TO BAKERSFIELD

AS SHOWN

LOCALLY GENERATED ALTERNATIVE

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

DITCH 

LIMIT OF

DITCH 

LIMIT OF

TW

VAR

ES ETW ETW ES

PG

HP

DITCH 

LIMIT OF

DITCH 

LIMIT OF

DITCH 

LIMIT OF

DITCH 

LIMIT OF

SHLD SHLD

HP
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

FLATTER

4:1 OR

12' 12'

2% 2%

•

"ADW" LINE

4' 4'

5% 5%

F

4

LATTER :1 OR

OG

10' VAR

0%

9'-11'

'

VAR

SHEETS FOR LOCATION 

DITCH, SEE LAYOUT SHEETS FOR LOCATION 

DITCH, SEE LAYOUT 

FLATTER 

4:1 OR 

 

ACCESS DRIVEWAY

TYPICAL SECTION

"ADW" STA 12+10 TO 16+09

10'

0'-50' 0'-64'

10' VAR

VAR

65'-131'

VAR

65'-117'

HSR13-44

CV-B0027

AS SHOWN

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

TYPICAL SECTIONS

ROADWAY / GRADE SEPARATION

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

PG

ETW ETW

TW TW

HP HP DITCH 

LIMIT OF

15'

ROW

5' 5'

ES ES DITCH 

LIMIT OF

DITCH 

LIMIT OF
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

CL

HSR NB HSR SB

"STS" LINE

STATE RD

2% 2%

OG

PG

TW

12'

SHLD

8'

TW

12'

SHLD

8'

19.5'

ROW

ETW ETW ES

4'

HP

MGS

OG

19.5'

ROW 4'

HP

MGS

ES

VAR

0'-8'

VAR

0'-8'

FLATTER 

4:1 OR 

FLATTER 

4:1 OR 

TYPICAL SECTION

STATE RD SOUTH LAYOUT

"STS" STA 187+00 TO 209+10

12' 12'

29.5'

MIN

T

5.5'

OG

ROW

10'

HSR13-44

CV-B0028

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS

FRESNO TO BAKERSFIELD

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

AS SHOWN

LOCALLY GENERATED ALTERNATIVE

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

TW SHLD

ETW ES

) (5%)

OG

" STA 93+82 TO 104+28

OUTHBOUND

24') (10')

RIDGE PLANS

N

SEE "F3" SECTION

2% PG 5% (2%) (2%)

OG

CB

TW TW

ETW

•

LINE

"SR204"

ETW ETW ESES ETW

2'

SHLD SHLD

ES

SEE "F2" SECTION

FG

(5') (5')

•

LINE

"F3"

ETW ES

5%

HP

2% 5%

ETW

EXIST

WALL 

RETAINING 

"SR204" STA 96+68 TO 106+00

"SR204" STA 105+70 TO 106+00

"SR204" STA 104+28 TO 106+00

SR-204

TYPICAL SECTION

NORTHBOUND SOUTHBOUND

SHLD

17' 10' (24') (24')

SHLD

8'

TW

0' TO 12'

VAR 4'

GORE

VAR 0' TO 2.5'

(5%) 

24')

TW

(10')

SHLD

)

OG

ETW ES

N

RIDGE PLANS

HSR13-44

CV-B0029

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS

FRESNO TO BAKERSFIELD

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

AS SHOWN

LOCALLY GENERATED ALTERNATIVE

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

SEE "F3" SECTION

2%

24'

TW

10'

SHLD

5% OG 5% MAX

ETW

•

LINE

"F3"

VAR 2% TO 5%

ETW ES

4

CTION

TO 119+00

71, SEE BRIDGE PLANS

"SR204" STA 104+28 TO 106+00

"SR204" STA 106+00 TO 108+40

SOUTHBOUND

OG

GORE

VAR 2.5' TO 23'

SEE "F4" SECTION

(2%) 5%

-204

 SECTION

9+00 TO 122+40

PG

NE

04"

10'

TW SHLD

(24')

4:1 OR FLATTER

28+78 SEE BRIDGE PLANS

CB

ETW ETW ES

6'

"SR204" STA 121+14 TO 123+46

OG

5%

WALL

RETAINING

CB

(2%) 2%

PG

•

LINE

"SR204"

TW

ETW

(24')

SR-204

TYPICAL SECTION

"SR204" STA 128+78 TO 133+00

* "SR204" STA 123+46 TO 128+78 SEE BRIDGE PLANS

6'

SHLD

10'

7.8'

0' TO

VAR

OG

ETW ETW ES

EXIST

HSR13-44

CV-B0030

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS

FRESNO TO BAKERSFIELD

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

AS SHOWN

LOCALLY GENERATED ALTERNATIVE

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

5% PG

ES

2%

HP

ROW

SHLD TW

ES

SHLD

4' 8' 24' 4'4'4'

ETW ETW

•

 LINE

"F2"

OG

CB

WALL

RETAINING FLATTER

4:1 OR 

MGS

CB CB

SECTION

SEE "MUP1"

SR-204 NB ON-RAMP

TYPICAL SECTION

"F2" STA 106+94 TO 107+63

"F2" STA 107+63 TO 108+41

"F2" STA 108+55 TO 109+76

FLATTER

4:1 OR 

ON

R204"

SUPER

2% OR

PG

ES

SUPER

2% OR

SHLD TW

5%

ES HP

SHLD

24' 4'4'

F

4

LATTER :1 OR

4' 8'

HP

ROW

ETW

•

 LINE

"F2"

OG

ETW

CB

FLATTER

4:1 OR

SECTION

SEE "SR204"

SECTION

SEE STATION

SR-204 NB ON-RAMP

TYPICAL SECTION

"F2" STA 96+69 TO 106+94

MGS

2%

OG

ES

SUPERPG

2% OR

SHLD TW

ES

8' 24' 4'

1'-3'

4' VAR

HP

ABUT

WALL

RETAINING

CB

ETW

OG

•

 LINE

"F2"

12'

12'

WALL

RETAINING

PATH

MULTI USE 

PATH

MULTI USE 

FLATTER

4:1 OR M

IN

C

L

R

2

1

.

5

'

SEE BRIDGE PLAN

PEDESTRIAN BRIDGE

CB

ABUT

CB

EP

"F2" STA 108+41 TO 108+55

SR-204 NB ON-RAMP 

TYPICAL SECTION

SECTION

SEE "SR204"

SECTION

SEE STATION

HSR13-44

CV-B0031

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS

FRESNO TO BAKERSFIELD

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

AS SHOWN

LOCALLY GENERATED ALTERNATIVE

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

ER 

R

CTION

EE "F"

SECTION

SEE "F3"

ETW

SHLD TW

OG

SHLD

4' 8'

•

LINE

"F4"

WALL

RETAINING

CB

SUPER 

2% OR

6' 24'

15'

PG

ES ETW ES

SR-204 SB ON-RAMP 

TYPICAL SECTION

"F4" STA 111+13 TO 113+11

ROW

PG

2% 2%

6' 12' 12' 6' 6'

SW

•

LINE

"GO"

6'

ROW

12'

ROW

OG

FLATTER10:1 OR

FLATTER

10:1 OR

ES ETW ETW ES

SHLD TW TW SHLD

GOLDEN STATE FRONTAGE ROAD

TYPICAL SECTION

"GO" STA 10+00 TO 28+16

SECTION

SEE "SR204" 24'-22'

ETW

SHLD TW

OG

SHLD

4' 8'

•

LINE

"F4"

FLATTER

4:1 OR WALL

RETAINING

CB

SUPER 

2% OR

15'

4'

PG

ES ETW ES

SR-204 SB ON-RAMP 

TYPICAL SECTION

"F4" STA 113+11 TO 121+14

ROW

HP

SR-204 SB ON-RAMP 

TYPICAL SECTION

5%

SECTION

SEE "SR204"

SR-204 SB ON-RAMP 

TYPICAL SECTION

"F4" STA 113+11 TO 121+14

12'-22'

ETW

GORE TW

OG

SHLD

8'

•

LINE

"F4"

WALL

RETAINING

CB

SUPER 

2% OR

2% TO 5%

15'

PG

ETW ES

SR-204 SB ON-RAMP 

TYPICAL SECTION

"F4" STA 121+14 TO 123+44

4'-23'

ROW

NOTE: "F4" STA 123+44 TO 127+00, SEE BRIDGE PLANS

HSR13-44

CV-B0032

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS

FRESNO TO BAKERSFIELD

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

AS SHOWN

LOCALLY GENERATED ALTERNATIVE

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

OG

SHLD

36' 8'

TW

8.5'

SW

1.5%

P1

10'

ETW ES ROW

OG

2%

SHLD

8'

36'

TW

8.5'

SW

WALL

RETAINING

CB

15'

ROW

ETW

ES

0+45

D MUP1

TION

HP

OG

PG

•

LINE

"F"

2% 2%

ETW ETW

SHLD SHLD

8' 48' 8'

TW

36'

TW

WALL

RETAINING

ES

•

LINE

"MUP1"

1.5%

12'

6'

CB

5%

15'

ROW

6.5'

PKWY

FLATTER 4:1 OR

VAR 4'

2'-14'

MEDIAN

ETW ETW ES

"F" STA 10+45 TO 15+01

F STREET AND MUP1

TYPICAL SECTION

SECTION

SEE "F3"

HP

2%

OG

PG

•

LINE

"F"

2%

WALL

RETAINING

2%

ETW ETW

SHLD

ES

8' 36' 7' 7'

TW

48'

TW

•

LINE

"MUP1"

12'

6'

SHLD

8'

5%

1.5%

WALL

RETAINING

CB

ES

1.5'

6'

PKWY

FLATTER 4:1 OR

4'

MEDIAN

ETW ETW

"F" STA 15+01 TO 16+27

F STREET AND MUP1

TYPICAL SECTION

HSR13-44

CV-B0033

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS

FRESNO TO BAKERSFIELD

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

AS SHOWN

LOCALLY GENERATED ALTERNATIVE

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

ETW

17'-24'

ES

OG

TW

48'

ABUTMENT

5%

SHLD

8'

VAR

1

M

IN

C

L

R

5%

4' 8' VAR

12'-24'

SHLD

W

OG

CB

ETW ES

TW SHLD

M

IN

C

L

R

24'

ETW ES

2%

OG

5%

ABUTMENT

N

8' 21'

PG 5%

HSR VIADUCT

12' 8' 24' 24' 8' 12'

SHLD TW TW SHLD

•

LINE

"F"

2% 2% 2%

CB OG CB

VAR

12'-19'

MEDIAN

15'

MIN

"F" STA 20+75 TO 22+28

ES ETW ETW ETW ETW ES

F STREET

TYPICAL SECTION

HSR13-44

CV-B0034

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS

FRESNO TO BAKERSFIELD

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

AS SHOWN

LOCALLY GENERATED ALTERNATIVE

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

WALLRETAINING

2% PG 2%

OG

ES ETW ETW ES

SHLD

8'-18'

VAR

SHLD

8'-18'

VAR

SW SW

7' 7'

1.4' 1.4' TW TW

12' 12'

WALL

RETAINING

•

LINE

"ST2"

1.5% 1.5%

LOTPARKING

VAR

16'-32'

R

"ST1" STA 80+00 TO 93+92

"ST2" STA 10+00 TO 11+89

STATION RD 1&2

TYPICAL SECTION

2% PG OG

ES ETW

SW

6'

TW

12'-24'

6' VAR

SHLD

2%

ETW ES

SW

6'

TW

12'-24'

VAR 6'

SHLD

•

LINE

"ST3"

1.5% 1.5%

LOT

PARKING

LOTPARKING

STATION RD 3

TYPICAL SECTION

"ST3" STA 40+00 TO 51+39

HSR13-44

CV-B0035

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS

FRESNO TO BAKERSFIELD

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

AS SHOWN

LOCALLY GENERATED ALTERNATIVE

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

OG

ETW

•

LINE

"MUP2"

7' 7'

TW TW

FLATTER

4:1 OR

F

4

LATTER :1 OR PG

5% 2% 2% 5%

6.5' 6.5'

ETW

"MUP2" STA 27+98 TO 30+00

"MUP2" STA 20+06 TO 22+01"MUP2" STA 16+16 TO 18+21

"MUP2" STA 10+00 TO 15+12

MULTIUSE PATH 2

TYPICAL SECTION

PKWY PKWY

HP HP

*NOTE: "MUP2" STA 15+12 TO 16+16, SEE BRIDGE PLANS

OG

ETW

•

LINE

"MUP2"

7' 7'

TW TW

F

4

LATTER :1 OR PG

5% 2% 2% 5%

6.5'

ETW

F

4

LATTER :1 OR

SECTION

SEE SR-204 

WALLRETAINING

5%

3'

3.5'

"MUP2" STA 18+21 TO 20+06

MULTIUSE PATH 2

TYPICAL SECTION

PKWY PKWY

HP

OG

ETW

•

LINE

"MUP2"

7' 7' VAR

TW TW

FLATTER

4:1 OR

F

4

LATTER :1 OR PG

5% 2% 2% 5%

6.5' 6.5'

2'-8'

ETW

SECTION

SEE F2 ON-RAMP

MGS

ROW

CT

6'-56'

VAR

"MUP2" STA 22+01 TO 27+98

MULTIUSE PATH 2

TYPICAL SECTION

PKWY PKWY

HP

OG

ETW

•

LINE

"MUP2"

7' 7'

TW TW

F

4

LATTER :1 OR PG

5% 2% 2% 5%

6.5' 6.5'

ETW

WALLRETAINING

SECTION

SEE ST5

LOTPARKING

CB

MULTIUSE PATH 2

TYPICAL SECTION

"MUP2" STA 36+74 TO 37+95

PKWY PKWY

HP

ETW

•

LINE

"MUP2"

7' 7'

TW TW

PG

2% 2% 5%

6.5'

ETW

STRUCTURE

STATION

"MUP2" STA 30+00 TO 35+20

MULTIUSE PATH 2

TYPICAL SECTION

PKWY

HP

STRUCTURESTATION

TERRACED PLAZA

6.5'

STATION

2ND FLR

HSR13-44

CV-B0036

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS

FRESNO TO BAKERSFIELD

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

AS SHOWN

LOCALLY GENERATED ALTERNATIVE

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

2% 2%

•

LINE

"32"

PG

OG

SW TW TW

WALL

RETAINING 

10' 14' 14'

ETW ETW

•

LINE

"MUP2"

6.5' 7' 7' 6.5'

TW TW

PG

1.5% 5% 2% 2% 5%

"32" STA 80+00 TO 92+73

MULTIUSE PATH 2

32ND ST &

TYPICAL SECTION

"MUP2" STA 46+65 TO 49+56

PLANS

"STATION SITE"

SEE 

BASIN

DETENTION

HSR13-44

CV-B0037

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS

FRESNO TO BAKERSFIELD

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

AS SHOWN

LOCALLY GENERATED ALTERNATIVE

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

ROW

1.4'

5'

15'

ESMT

CB

ETW

6'

HP ROW

4'

W

7'

5%

LOPE

5%

VAR 1.5% PG

•

NE

HE"

SW

7'-10'

VAR

OG

HP ROW

0'-41'

VAR

ETW

FLATTER 

2:1 OR

4'

0'-12'

VAR

DIAN

16'

AR

TW

41'-47'

VAR

ETW PKWY

9+00 TO 26+00

ER AVE

 SECTION

2% 5%

FLATTER

4:1 OR PG

•

LINE

"K"

ROW HP HP ROW

6'-14'

VAR

ETW

FLATTER 4:1 OR

SW

4'

SW

4' 6' 6'

0-8'

VAR

OG

K ST

TYPICAL SECTION

"K" STA 20+00 TO 24+00

TW

12'

SHLD

8'

TW

12'

SHLD

8'

1.5% 2% 2% 1.5%

HSR13-44

CV-B0038

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS

FRESNO TO BAKERSFIELD

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

AS SHOWN

LOCALLY GENERATED ALTERNATIVE

EXISTING CONDITION DIMENSIONSNOTE: VALUES WITHIN PARENTHESES INDICATE 
10'-12'

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

2% 2% OG

FLATTER

4:1 OR

FLATTER

4:1 OR

ETW ETW ETW ETW

MEDIAN

2'-47'

50'

6' 12' VAR 6'

SW TW TW SW

VAR VAR

SHLD

0'-8'

SHLD

0'-8'

VAR

PG

ES ES

EOD

HSR

EOD

• HSR

LINE

"SUMS"

CB

ROW

•

SB HSR

•

NB HSR

50'

1.5% 1.5%

VAR

1'-12' 1'-14'

(PARKING) (PARKING)

SUMNER ST

TYPICAL SECTION

"SUMS" STA 11+50 TO 64+50

MIN

34.2'

•

LINE

"SUMN"

2'

3'-28.5'VAR

12'

CB

3'-10'VAR

FRESNO TO BAKERSFIELD

HSR13-44

CV-B0039

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

AS SHOWN

LOCALLY GENERATED ALTERNATIVE

NOTE: 1. VALUES WITHIN PARENTHESES INDICATE

 EXISTING CONDITION DIMENSIONS.

2. NO TRUCK PARKING UNDER VIADUCTS. 
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

OG

19'

0'

•

SB HSR

2'

EOD

HSR 

2% PG 2%

TW

ETW

13' 14'

FLATTER

20:1 OR

FLATTER

20:1 OR

CB

ETW

TWLT

14'

TW

ETW ETW

•

SB HSR

•

NB HSR

50'

SW

VAR

0'-3'

VAR

90'-97'

12'

•

"EDI" LINE

EDISON HWY

ROW

ROADWAY 

EXIST 

15'-37.8'

12'

2'

EXISTING ROADWAY RIGHT-OF-WAY

1.5%

ROW

PKWY

"EDI" STA 43+69 TO 46+48

EDISON HIGHWAY

TYPICAL SECTION

7.6'-19'

2'

CB

34.5'

MIN

•

"EDI" LINE

EDISON HWY

ROW

UPRR

FLATTER

20:1 OR

OG

2.6'-15.6'

VAR

VAR

ROW

ROADWAY 

EXIST 

•

SB HSR

•

NB HSR

12' 19'

12'-24'

19'

EXISTING ROADWAY RIGHT-OF-WAY

50'

CB

14'

TW TWLT

13' 14'

TW

ETW ETW ETW ETW

PG

2'

SW

EOD

HSR 

EOD

HSR 

2% 2% 1.5%

6'

ROW

5'

EDISON HIGHWAY

TYPICAL SECTION

"EDI" STA 46+48 TO 76+63

FRESNO TO BAKERSFIELD

HSR13-44

CV-B0040

ROADWAY / GRADE SEPARATION

TYPICAL SECTIONS

10 0 10 20

1"=10'

SCALE APPLICABLE FOR FULL SIZE ONLY

AS SHOWN

LOCALLY GENERATED ALTERNATIVE

2. NO TRUCK PARKING UNDER VIADUCTS. 

 EXISTING CONDITION DIMENSIONS.

NOTE: 1. VALUES WITHIN PARENTHESES INDICATE

6'

80'

VAR

VAR

80'
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

25 30 35 40 

4 6 7 8 9 1 2 3 4 6 7 8 9 1 2

1

5

2

0

1

2

3

4

6

7

8

9

135

140

4

6

7

8

9

1

2

3

5920+00

5925+00

5930+00

25 30 35 40 

4 6 7 8 9 1 2 3 4 6 7 8 9 1 2

1

5

2

0

1

2

3

4

6

7

8

9

135

140

4

6

7

8

9

1

2

3

FRESNO AVE

S

CENTRAL

VALLEY

HWY

BNSF

EP

M

E

T

T

L

E

R

A

V

E

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

NO. BEARING DISTANCE

1 4269.29'

LINE DATA

S89°05'46"E

2

2

3

NO.

1 500.00'

R

20°04'53"

T

175.25'

L

2 85.00'

CURVE DATA

500.00' 19°17'43" 168.38'

88.53'

3

1

2

1

TOE OF FILL

TOE OF FILL

24'

"M

T

L

"

L

IN

E

"FRE"LINE

EP

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

ROADWAY LAYOUT

LOCALLY GENERATED ALTERNATIVE

SR-43

"FRE" 23+75.00 PI

CONFORM

"FRE" 38+11.00

CONFORM

"MTL" 10+00.00 BC

"MTL" 17+50.39 EC

"MTL" 15+82.01 BC

CV-R1001

14'

ROADWAY ROW

"MTL" 11+75.25 EC

="MTL" 20+16.92 POT

"FRE" 28+53.23 POT

N18°23'43"W 406.77'

S0°53'59"W 266.52'

CONFORM

ROADWAY ROW

F

TENANCE ROAD

CONFORM"SR43" 140+86.16

MGS

MGS

TOE OF FILL

PLANS

SEE BRIDGE

BR NO XX-XXXX

HSR UP

PLANS

SEE BRIDGE

BR NO XX-XXXX

YARD LEAD UP

R=50'

CONFORM

EP

EP

MAINTENANCE ROAD

AND SURFACING

REMOVE BASE

26'

FRESNO AVE/METTLER AVE
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

HSR13-44

AS SHOWN

ROADWAY PROFILE

FRESNO TO BAKERSFIELD

FRESNO AVE

FRESNO AVENUE

"FRE" LINE

25+00 30+00 35+00 40+00

330340350360370380390

LOCALLY GENERATED ALTERNATIVE

CV-R1002

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

ELEV 374.5827+60.63 TOR

YARD LEAD C/L

ELEV344.58

ELEV347.00 

5% 0.20% 

ELEV 373.5926+67.68 TOR

8.3'

RT CLEAR

CL

METTLER AVE

12.0'

14.5'

=16.5'

VERT CLEAR

FB LGA SB C/L

12.0'

=17.7'VERT CLEAR 

PVI26+00.00

PVI38+11.00

PG

OG

SEE BRIDGE PLANSBR NO. XX-XXXXYARD LEAD UP

SEE BRIDGE PLANSBR NO. XX-XXXXHSR UP
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

HSR13-44

AS SHOWN

ROADWAY PROFILE

FRESNO TO BAKERSFIELD

METTLER AVE

METTLER AVENUE

"MTL" LINE

10+00 15+00

330340350360

LOCALLY GENERATED ALTERNATIVE

CV-R1003

20+00

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

CL

FRESNO AVE

ELEV347.37

ELEV345.34 -0.20% PVI 10+00.0

2

PVI20+16.92

OG

PG
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION 

EPD DESIGN 

ECORD SET

15

1

2

3

4

6

7

8 9

10

1

2

3

15

20

1

2

3

4

6

7

8

9

165 170

175

3

4

6

7

8

9 1 2

3

4

6

7

8

9

5+00

5950+00

5955+00

5960+00

5965+00

ST

5949+39.53

"WAL" LINE

"WTUL" LINE

"ETUL" LINE

EP

SW

L" 10+00.00 PI

"ETUL" 10+87.55 BC

"ETUL" 13+28.01 EC

"ETUL" 14+30.00 BC

"ETUL" 17+37.03 EC

 17+35.02 BC

"WTUL" 19+67.91 EC

"WTUL" 20+67.91 PI

"ETUL" 19+26.99 PI "ETUL" 10+30.94 BC

"WTUL" 12+84.60 EC

"WAL" 11+63.19 EC

CONFORM"WAL" 13+23.19

"WAL" 13+73.19 PI

CONFORM"ETUL" 18+76.99

CONFORM"WTUL" 20+17.9

CONFORM"WTUL" 10+50.00

= "WAL" 10+00.00 POT"ETUL" 16+22.01 POT

= "ETUL" 10+00 POT"WTUL" 18+76.62 POT

"WTUL" 11+58.31 BC

"WTUL" 13+25.89 POT= "SR43" 169+58.86 POT

"SR43" LINE

PLANS

SEE STRUCTURAL

BR NO XX-XXXX

HST UP

PLANS

SEE STRUCTURAL

BR NO XX-XXXX

BNSF UP

ROADWAY ROW

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-R1004 LOCALLY GENERATED ALTERNATIVE

ROADWAY LAYOUT

TULARE AVE

40'

40'

54'

52'

PLAN

E TULARE AVE

POSO

AVE

WILLOW ST

OLIVE ST

WALKER

ST

N WALL ST

KERN

ST

LEWIS CT

SHAFTER AVE

SW

100

0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

1

2

3

4

1

2

3

4

5

6

8

7

NO. BEARING DISTANCE

158.31'450.42'

S88°46'22"E

1 S89°04'11"E2345

LINE DATA

N45°42'24"E

67

S71°20'15"ES07°15'33"ES31°30'60"WS89°04'42"E 189.97'

NO.

1 160.00'

R

45°13'25"

T

126.29'

L

23

CURVE DATA

4

300.00' 44°28'45" 122.67' 232.89'

5

66.64'

215.00'215.00'100.00'

64°04'42"81°49'09"75°46'33"

240.45'307.02'132.25'

8 S44°15'33"E 210.00'

100.00'

87.55'

102.00'

30.94'

134.55'186.30'

77.81'

40.00'

40.00'

FB LGA NB HSR •

SHAFTER

AVE

MOIF YARD LEAD

SURFACING

REMOVE BASE AND

5

MAINTENANCE ROAD

MAINTENANCE ROAD

CONTROL SITE PLANSSEE AUTOMATIC TRAINS-INT-SHA-H5

CONTROL SITE PLANS

SEE AUTOMATIC TRAIN

S-INT-SHA-H4
400

390

380370

360

350

340

330

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

10+00

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-R1005 LOCALLY GENERATED ALTERNATIVE

10+00 15+00 20+00 14+00

20+00

TULARE AVE/SHAFTER AVE/WALKER ST

TULARE AVE

ROADWAY PROFILE

TULARE AVE

"ETUL" LINE

PROFILE

WALKER ST

PROFILE

"WAL" LINE

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

ELEV347.57

PVI20+17.91

OG

EPGLEV347.22

ELEV345.68 -0.18% • "WAL" LINE PVI 10+00.0

0

PVI18+76.99

OG

EPGLEV346.13

ELEV345.40 -0.23%

•

"ETUL" LINE

PVI10+00.00

PVI13+23.19
15 1 2

3

4

190 195

200

7

8

9 1 2

3

4

6

7

8

9 1

5970+00

5975+00

5980+00

5985+00

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION 

EPD DESIGN 

ECORD SET

15 1 2

3

4

190 195

200

7

8

9 1 2

3

4

6

7

8

9 1 100

0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

1

LINE DATA

NO. BEARING DISTANCE

N45°34'32"E 587.17'

1

8'

59.5'

CENTRAL

AVE

SUNSET

AVE

CALIFORNIA

AVE

WALKER

ST

WALKER

ST

PACIFIC

AVE

LEY

HWY/SR-43

KERN

ST

L

AVE

PACIFIC

AVE

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-R1006

ROADWAY LAYOUT

CENTRAL AVE

FB LGA SB HSR •

FB LGA NB HSR •

"CNT" LINE

EP

CONFORM"CNT" 14+85.79

CONFORM"CNT" 11+00.00 ROADWAY ROW

LOCALLY GENERATED ALTERNATIVE

"CNT" 15+87.17 PI

ROADWAY ROW

"CNT" 10+66.00 POT

T" 10+00.00 PI

"CNT" 15+13.17 POT

"WAL" LINE

="WAL" 17+07.43 POT

="SR43" 191+69.62 POT

MAINTENANCE ROAD

MAINTENANCE ROAD

8'

CALLOWAY

ST

STATE

AVE

JACKSON

AVE

MANNEL AVE

SEE BRIDGE PLANS

BR NO XX-XXXX

HSR UP

SEE BRIDGE PLANS

BR NO XX-XXXX

BNSF UP

CONTROL SITE PLANSSEE AUTOMATIC TRAINS-INT-CEN-H6
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

CENTRAL AVENUE

"CNT" LINE

10+00 15+00 20+00

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-R1007

ROADWAY PROFILE

CENTRAL AVE

LOCALLY GENERATED ALTERNATIVE

330340350360370380

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

8.0' 15.0'

ELEV 379.5014+27.17 TOR

BNSF SB C/L

ELEV 376.6712+34.27 TOR

CLEAR=19.1'VERT

OG

PG

CLEAR=24.1'

VERT

FB LGA SB C/L

CL

SR-43 WALKER ST

CL

V=55 MPH

V=55 MPH

ELEV342.87

ELEV343.22

BVC12+75.00

ELEV344.23

ELEV345.56

EVC14+75.00

ELEV345.36

0.35%

1.34% -0.20%

VC=120'

SSD=518'

VC=200'

SSD=532'

BVC11+40.00

ELEV343.01

EVC12+60.00

ELEV344.02

PVI14+85.79

ELEV345.34

PLANSSEE BRIDGEBR NO. XX-XXXXHSR UP

PLANS

SEE BRIDGE

BR NO. XX-XXXX

BNSF UP

PVI11+00.00

PVI12+00.00

PVI13+75.00
5

1

2

3

4

6

7

8

9

15 20

1 2 3 4 6 7 8 9 1

205

210

215

2

3

4

6

7

8

9

1

2

3

4

6

7

8

9

5985+00

5990+00

5995+00

6000+00

6005+00

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

NO.

1

R T L

NO. BEARING DISTANCE

12

2

CURVE DATA

LINE DATA

1

2

1

2

3000.00'3000.00' 5°14'21"

5°13'46" 137.00' 273.81'

274.32'

116.00'436.70'

S89°03'37"E S89°03'03"E

AS SHOWN

MINTER AVE

CROSSST

WALNUTST

CENTRAL

VALLEY

HWY/SR-43

JACKSON

AVE

WALKER

ST

E EUCLID AVE

JACKSON

AVE

FABERST

M

A

N

N

E

L

A

V

E

STATE

AVE

NSF •

ROADWAY ROW

ROADWAY ROW

FRESNO TO BAKERSFIELD

HSR13-44

CV-R1008

ROADWAY LAYOUT

E LERDO HWY

"LER" 11+16.00 BC

"LER" 16+64.13 EC

LOCALLY GENERATED ALTERNATIVE

FB LGA SB HSR •

FB LGA NB HSR •

TOE OF FILL

R" 10+00.00 PI

"LER" 13+89.81 PRC

= "SR43" 207+98.15 POT"LER" 13+11.38 POT

"SR43"

LINE

"LER" 21+00.83 PI

MAINTENANCE ROAD

MAINTENANCE ROAD

CONFORM

CONFORM

E LERDO HWY

"LER" LINE

SEE BRIDGE PLANS

BR NO XX-XXXX

BNSF UP

SEE BRIDGE PLANS

BR NO XX-XXXX

HSR UP

CONFORM"LER" 13+00.00

137.25'

CONFORM"LER" 19+52.28

3

3

'

3

8

'

R 35 FT

EP

EP

6

'

R 70'
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

AS SHOWN

PROFILE

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

330340350360370380390

EAST LERDO HIGHWAY

"LER" LINE

FRESNO TO BAKERSFIELD

HSR13-44

CV-R1009

ROADWAY PROFILE

E LERDO HWY

LOCALLY GENERATED ALTERNATIVE

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

ELEV 374.4814+50.60 TOR

BNSF SB C/L

ELEV 379.5017+38.41 TOR

12.0'

CL

SR-43

CLEAR=16.5'

VERT CLEAR=23.6'

VERT

14.5'

CL

MANNEL ST

OG

PG

FB LGA SB C/L

PLANS

SEE BRIDGE

BR NO. XX-XXXX

BNSF UP

PLANSSEE BRIDGEBR NO. XX-XXXXHSR UP

0.20%

PVI13+00.00

ELEV342.94

PVI18+79.11

ELEV344.10
15

20 25 30

1

2

3

4

6

7

8 9 1 2 3 4 6 7 8 9 1

245

250

255

4

6

7

8

9

1

2

3

4

6

15

20 25 30

1

2

3

4

6

7

8 9 1 2 3 4 6 7 8 9 1

245

250

255

4

6

7

8

9

1

2

3

4

6

6030+00

6035+00

6040+00

SC

6042+11.94

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

NO.

1

R T L

NO. BEARING DISTANCE

12

2

CURVE DATA

LINE DATA

300.00'300.00'

128.84' 243.40'

228.72'

100.00'

S45°32'57"E 248.65'

1

1

2

2

3

3 S89°13'53"E 280.00'

46°29'07"43°40'55" 120.24'

S00°56'10"W

AS SHOWN

S

BEECH

AVE

S

B

E

E

C

H

A

V

E

E LOS ANGELES AVE

C

O

M

M

E

R

C

E

W

A

Y

/SR-43

ROADWAY ROW

FRESNO TO BAKERSFIELD

HSR13-44

CV-R1010

ROADWAY LAYOUT

E LOS ANGELES AVE

CONFORM

LOCALLY GENERATED ALTERNATIVE

FB LGA NB HSR •

FB LGA SB HSR •

CONFORM

CURB

"LOS"

LINE

CONFORM

ND SURFACING

REMOVE BASE 

ROADWAY ROW

TOE OF FILL

CONFORM

SEE TRACTION CONTROL PLANSS-PS-BCH (OPTION 2)

SEE TRACTION CONTROL PLANSS-PS-LOS (OPTION 1)

R=48'

30'

6

'

EP

R=30'

6

0

'

30'

3

1

'

1

1

'

"LOS" 11+00.00 BC

"LOS" 15+92.04 BC

"LOS" 18+20.76 EC

"LOS" 13+43.40 EC

"LOS" 10+00.00 PI

"LOS" 20+00.76

"SR43"

LINE
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

10+00 15+00 20+00

350340330360

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-R1011

ROADWAY PROFILE

E LOS ANGELES AVE

320

LOCALLY GENERATED ALTERNATIVE

25+00

EAST LOS ANGELES AVENUE

"LOS" LINE

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

PG

OG

ELEV343.13

ELEV343.73

ELEV342.85

ELEV343.18

0.20% -0.20% 0.20%

CL

COMMERCE WAY

PVI11+00.00

PVI14+00.00

PVI18+40.00

PVI20+00.76
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

2

0

2

5

3

0

7

8

9

1

2

3

4

6

7

8

9

1

20

25

8 9

1

2 3 4 6 7

275

280

3

4

6

7

8

9

1

6055+00

6060+00

6065+00

6070+00

6075+00

AS SHOWN

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

SURFACING

REMOVE BASE AND 

FB LGA NB HSR •

FB LGA SB HSR •

BNSF •

RIVERSIDEST

CONFORM"GLD" 23+00.00

CONFORM"GLD" 27+18.93

00.00'

R

10°52'45"

T L

28.62'

CURVE DATA

00.00' 10°53'55"

1 2

LD" 19+88.44 BC

"GLD" 20+45.41 EC

"GLD" 21+45.41 BC

"GLD" 22+02.47 EC

"GLD" 27+94.30 PI

28.57' 56.96'

57.06'

LAYOUT

SEE RIVERSIDE ST 

FRESNO TO BAKERSFIELD

HSR13-44

CV-R1012 LOCALLY GENERATED ALTERNATIVE

ROADWAY LAYOUT

GOLD'S AVE

INTRUSION BARRIER 

TOE OF FILL

NO. BEARING DISTANCE

1 988.44'

LINE DATA

2

3

2 N12°16'17"E 100.00'3 591.831

S01°23'31"WS01°22'22"W

"GLD"LINE
450

440430

420

410

400

390

380370

360

350

340

330

320310

300290

15+00 20+00

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

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-R1013 LOCALLY GENERATED ALTERNATIVE

GOLD'S AVE

"GLD" LINE

GOLD'S AVE

ROADWAY PROFILE

25+00 30+00

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

OG

G

ELEV342.31

ELEV342.06 -0.33%

PG

BVC19+99.94

ELEV346.54

ELEV346.39

EVC20+99.94

ELEV345.79

BVC22+00.00

ELEV344.58

ELEV343.98

EVC23+00.00

ELEV343.59

-0.30%

-1.20%

VC=100'

VC=100'

SSD=943'

V=35 MPH

V=35 MPH

PVI20+49.94

PVI22+50.00

PVI27+18.93

PVI27+94.30

-0.79%

SSD=784'
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

55

8 7 6 

9 

1

2

3

4

6735+00

6740+00

6745+00

6750+00

S

C

6

7

3

3

+

4

5

.

1

2

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

03°40'26" 16.04'

T L NO. BEARING DISTANCE

221.51'130.53'

1 N76°52'37"W23

N80°33'03"WN42°18'15"W

32.06'

38°14'48" 104.02' 200.26'

CURVE DATA LINE DATA

"STN" 55+84.36 EC

32'DWY OPENING

3

6

'

CONFORM

"STN" 57+07.81

"STN" 53+84.10 BC

25'DWY OPENING

ROADWAY ROW

"STN"52+53.57 EC CONFORM

"STN"52+21.51 BC

OLIVE

DR

STATE R "STN" 50+00.00 PI D

BEARDSLEY CANAL

NB SR-99

SB SR-99

EDGE OF DECK

EDGE OF DECK

AS SHOWN

FRESNOTOBAKERSFIELD

HSR13-44

CV-R1014

ROADWAY LAYOUT

STATE ROAD (NORTH)

1

1

2

2

FB LGA SB HSR •

FB LGA NB HSR •

LOCALLY GENERATED ALTERNATIVE

728.88' 

PLAN

N 1)

CB

CUSHION (TYP)

TL-3 CRASH

CUSHION (TYP)

TL-3 CRASH

CB
HSR13-44

CV-R1015AS SHOWN

ROADWAY PROFILE

FRESNO TO BAKERSFIELD

STATE ROAD (NORTH)

50+00 55+00 60+00

PROFILE

"STN" LINE

420

430

450460470

440

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

65+00

STATE ROAD (NORTH)

TOTAL

LOCALLY GENERATED ALTERNATIVE

490

480

V=30 MPH

HSR VIADUCT

VERTCLR

PG

OG

ELEV432.99

BVC53+03.90

ELEV432.05

ELEV430.90

EVC55+03.90

ELEV430.40

ELEV429.38

-1.15%

-0.50%

VC=200'

SSD=1181'

PVI52+21.51

PVI54+03.90

PVI57+07.81

39.20'

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

200

205

6 7

8

9

1 2 3 4 6 7 8 9

6785+00 6790+00 6795+00 6800+00

S

T

6

7

8

6

+

8

5

.

5

7

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

20'

20'

"STS" 200+39.45 BC

9 BC

53.46 EC

PIERCE

RD

"STS" 209+94.56 PI

"STS" 209+10.00 CONFORM

"STS" 201+69.70 EC

GOLDEN STATE AVE

ONFORM

EP ROADWAY ROW

2

1 2

AIRPORT

DR

T L NO. BEARING DISTANCE

4°26'53" 34.95' 69.87'8°17'30" 65.24' 130.25'

S54°19'48"E 483.59'S58°46'40"E 286.00'

1

2

CURVE DATA LINE DATA

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-R1016 LOCALLY GENERATED ALTERNATIVE

ROADWAY LAYOUT

STATE ROAD (SOUTH)

3 S50°29'10"E 824.85

3

MGS

MGS

MGBR

ACCESS ROAD

SITE PLANS 

TRAIN CONTROL

SEE AUTOMATIC 

S-INT-AIR-H1-N
HSR13-44

CV-R1017AS SHOWN

ROADWAY PROFILE

FRESNO TO BAKERSFIELD

STATE ROAD (SOUTH)

205+00

200+00 210+00

430420410400440450

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

215+00

"STS" LINE

PROFILE

STATE ROAD (SOUTH)

TOTAL

LOCALLY GENERATED ALTERNATIVE

460470

480

PG

OG

MINCLR

V=45 MPH

V=45 MPH

BVC201+13.21

ELEV416.92

VPI201+88.21

ELEV416.77

EVC202+63.21

ELEV416.99

BVC204+60.00

ELEV417.56

VPI206+85.00

ELEV418.22

EVC209+10.00

ELEV409.21 

0.29%

VC=150'

SSD=1170'

VC=450'

SSD=373' -4.00%

29.47'

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

15

20 

25

3 4

6 7 8 9 1 2 3 4

7 8 9 20 1 2 3 4 25 6 7 8 9 30 1 2 3 4 35 6

00

6960+00 6965+00 6970+00 6975+00

C

S

6

9

5

5

+

6

7

.

0

6

MATCHLINE(C

V-R1019)

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-R1018

ROADWAY LAYOUT

SUMNER STREET

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

82.00'

R

11°19'59" 87.52'

T

174.46'

L NO. BEARING DISTANCE

2553.96'

239.77'

S72°05'46"E 312.46'

S81°6'41"E

1 S73°10'39"E23

98.00' 18.17'00.00' 5.71'

2°19'04" 36.33'0°43'38" 11.42'

4 S69°46'42"E 423.90'5 S72°49'23"E 320.55'6 S73°14'59"E 2631.41'

CURVE DATA LINE DATA

LOCALLY GENERATED ALTERNATIVE

"SUMN" 21+86.93 BC

"SUMN" 21+98.35 EC

T

U

L

A

R

E

S

T

K

E

R

N

S

T

K

IN

G

S

T

B

AK

E

R

AV

E

"SUMN" 25+18.90 PI

"SUMN" 17+26.70 BC "SUMS" 35+53.96 PI "SUMN" 17+63.03 EC 

UPRR "SUMN" 14+14.23 EC

T

T

JACKSON ST

CONFORM "SUMS" LINE

2

3

3

4

5

CONFORM

CONFORM

CONFORM

FORM

1

6

20'

20

1

COLUMN (TYP)

HSR VIADUCT

E 21ST ST

FB LGA NB HSR •

FB LGA SB HSR •
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

50 55 60

65

6 7 8 9 1 2 3 4 6 7 8 9 1 2 3

4

6

6985+00 6990+00 6995+00 7000+00 7005+00

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44CV-R1019

ROADWAY LAYOUT

SUMNER STREET

6

NO. BEARING

S73°14'59"E 2631.41'

DISTANCE

50.00'

R

32°43'29"

T

257.02'

L

7 S40°31'30"E 180.10'

132.12'

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

CURVE DATA LINE DATA

LOCALLY GENERATED ALTERNATIVE

20'

14'

M

IL

LE

R

S

T

HA

Y

L

E

Y

S

T

"SUMS" 61+85.37 BC

"SUMS" 64+42.39 EC

"SUMS

"

66+22.49

PI

CONFORM "SUMS"

64+50.00

UPRR

DECK

EDGE OF

CONFORM

CONFORM

BE CLOSED

MILLER ST TO

ROW

ROADWAY

BE CLOSED

HAYLEY ST TO

CONFORM

7

6 4

"SUMS" LINE

GAG

E

AV

E

DECK

YP) EDGE OF

CT

E TRUXTON AVE

FB LGA SB HSR •

FB LGA NB HSR •

CONTROL SITE PLANS

SEE AUTOMATIC TRAIN

S-INT-SUM-H1 ROW

ROADWAY

CONTROL SITE PLANS

SEE AUTOMATIC TRAIN

S-INT-SUM-H2
PG

MAT

CHLINE(CV-R1021)

25+00

430440

450

PROFILE

420410

400390

PROFILE

20+00 35+00

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

10 0 10 20

1"=10' VERT

"SUMS" LINE SCALE APPLICABLE FOR FULL SIZE ONLY

30+00

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-R1020

ROADWAY PROFILE

SUMNER STREET

SUMNER STREET

TOTAL

LOCALLY GENERATED ALTERNATIVE

460470

480490

BVC19+02.50

ELEV417.93

ELEV417.69

EVC21+02.50

ELEV417.94

BVC25+20.83

ELEV418.98

ELEV419.23

EVC27+20.83

ELEV418.93

BVC30+25.26

ELEV418.02

ELEV417.79

EVC31+75.26

ELEV417.94 

0.25% -0.30% 0.20% VC=200' SSD=1524'

VC=200'

VC=150'

SSD=1154'

V=35 MPH

V=35 MPH

V=35 MPH

DUCT

PVI20+02.50

PVI26+20.83

PVI31+00.26

•

TULARE ST

•

KERN ST

•

BAKER ST

SSD=1308'

30.9'CLR

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
HSR13-44

CV-R1021AS SHOWN

ROADWAY PROFILE

FRESNO TO BAKERSFIELD

SUMNER STREET

MATCHLINE(C

V-R1022)

0+00

430440

450

PROFILE

420

410

400

50+00

"SUMS" LINE

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

55+00

SUMNER STREET

45+00 TOTAL

LOCALLY GENERATED ALTERNATIVE

460470

480490

BVC48+88.02

ELEV415.51

ELEV415.05

EVC53+39.70

ELEV415.51 -0.20% 0.20%

VC=452'

SSD=4063'

V=35 MPH

HSR VIADUCT

PVI51+13.86

•

OWENS AVE

•

GAGE AVE

T

•

GAGE AVE

EXIST OVERCROSSING

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
HSR13-44

CV-R1022AS SHOWN

ROADWAY PROFILE

FRESNO TO BAKERSFIELD

SUMNER STREET

60+00

PROFILE

"SUMS" LINE

65+00 75+00

400410420430440450390

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

70+00

SUMNER STREET

TOTAL

LOCALLY GENERATED ALTERNATIVE

460470480490

ELEV416.26

ELEV416.46

EVC59+15.20

ELEV416.01

ELEV413.65

-0.44%

VC=200'

V=35 MPH

HSR VIADUCT

PVI58+15.20

PVI64+50.00

•

MILLER ST

•

CROSSING

BNSF TRACK

PG

OG SSD=1136'

38.8'CLR

•

HALEY ST

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
HSR13-44

CV-R1023AS SHOWN

ROADWAY PROFILE

FRESNO TO BAKERSFIELD

SUMNER STREET

15+00

PROFILE

"SUMN" LINE

20+00 30+00

400410420430440450390

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

25+00

SUMNER STREET

TOTAL

LOCALLY GENERATED ALTERNATIVE

460470480490

BVC14+77.38

ELEV420.16

ELEV420.37

EVC16+83.90

ELEV420.16

ELEV418.49

0.20% -0.20%

VC=207'

V=35 MPH

HSR VIADUCT

PVI15+80.64

PVI25+20.55

PG

OG

•

TULARE ST

•

KERN ST

•

BAKER AVE

SSD=1816'

34.2'CLR

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

25 30

35 40

3 4 6 7 8 9 1 2 3 4 6 7 8 9 1 2

7050+00 7055+00 7060+00 7065+00

S

T

7

0

4

8

+

7

4

.

1

2

T

S

7

0

6

0

+

5

5

.

4

3

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-R1024

ROADWAY LAYOUT

EDISON HIGHWAY

500.00'

R

22.06'

T L NO. BEARING DISTANCE

887.20'553.70'

S74°48'57"E 502.15'

1 S73°07'17"E23

19.90'63.02'

1°31'14" 39.81'

4 S73°17'43"E 553.93'5 S68°29'02"E 416.27'

CURVE DATA LINE DATA

500.00'500.00'

1°41'06" 44.11'4°48'74" 125.97'

S73°07'51"E

LOCALLY GENERATED ALTERNATIVE

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

"EDI" 29+40.90 BC

"EDI" 29+85.01 EC

7.20 PI

"EDI" 34+87.16 BC

"EDI" 35+26.97 EC

EXCHANGE

ST

STEELE AVE

SECURITY AVE CANAL

ST

TRUST AVE

EASTSIDE CANAL

UPRR

CONFORM

M

A

T

C

H

L

IN

E

(C

V

-

R

1

0

2

5

)

"EDI" 40+80.90 BC

"EDI" 42+06.87 EC

3

5

2 1 3 2 "EDI" LINE 4

CB

CONFORM

CB

CONFORM

EDGE OF DECK

DECK

EDGE OF 

FB LGA SB HSR •

COLUMN (TYP)HSR VIADUCT

WEBSTER

ST

.

E.CALIFORNIA AVE

FB LGA NB HSR •

41'

EP

EP

EP

EP
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

55 60 65 70

2 3 4 6 7 8 9 1 2 3 4 6 7 8 9 1 2 

7080+00 7085+00 7090+00 7095+00

C

S

7

0

8

3

+

8

7

.

5

7

S

T

7

0

9

5

+

3

7

.

5

7

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-R1025

ROADWAY LAYOUT

EDISON HIGHWAY

500.00'

R

67.91'

T L NO. BEARING DISTANCE

416.27'729.65'

S73°07'38"E

5 S68°29'01"E67

0°32'28"5°11'05"

S73°40'06"E

CURVE DATA LINE DATA

000.00' 661.18'

135.74'

1322.35'

LOCALLY GENERATED ALTERNATIVE

PIONEER DR

ROSPECT ST

CITRUS AVE

EAST SIDE CANAL

EDGE OF DECK

"EDI" 68+10.88 EC

DI" 54+88.53 BC

EDGE OF DECK CB

EDISON HWY

NE 5 7

41'

PENZ

ST

REMBRANDT

ST

DESCANSO

ST

MONET

CT

RENOIR

CT

DEGAS

CT

M

A

T

C

H

L

IN

E

(C

V

-

R

1

0

2

6COLUMN (TYP) )

HSR VIADUCT 

FB LGA NB HSR •

FB LGA SB HSR •

852.19

LECTOR ARTERIAL

ROADWAY ROW

EP
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

EDISON HWY

EAST SIDE CANAL

GARDENIA AVE

DAISY

ST

PETUNIA

ST

DAHLIA

ST

TULIP

ST

CAMELLIA DR

STERLING

RD

BEARING DISTANCE

73°07'38"E 852.19'

LINE DATA

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-R1026

ROADWAY LAYOUT

EDISON HIGHWAY

LOCALLY GENERATED ALTERNATIVE
HSR13-44

CV-R1027AS SHOWN

ROADWAY PROFILE

FRESNO TO BAKERSFIELD

PROFILE

"EDI" LINE

EDISON HIGHWAY

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

EDISON HIGHWAY

TOTAL

OG

PG

MATCHL

INE(CV-R1028)

ROSSING

5+00 30+00 35+00 40+00 45+00

LOCALLY GENERATED ALTERNATIVE

440430420410

•

EXCHANGE ST

•

WEBSTER ST

450460470480

490

BVC35+87.22

ELEV422.25

ELEV422.40

EVC37+37.22

ELEV422.77

BVC41+74.42

ELEV424.96

ELEV425.71 

0.20% 0.50% 

VC=150' SSD=1858' VC=300'

SSD=981'

V=35 MPH

V=35 MPH

HSR VIADUCT

V=35 MPH

PVI36+62.22

PVI43+24.42

34.5'CLR

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
HSR13-44

CV-R1028AS SHOWN

ROADWAY PROFILE

FRESNO TO BAKERSFIELD

PROFILE

"EDI" LINE

PG

MATCHLINE(C

V-R1029)

410420430440

EDISON HIGHWAY

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

55+00 60+00 65+00 70+00

EDISON HIGHWAY

•

CALIFORNIA AVE

TOTAL

LOCALLY GENERATED ALTERNATIVE

490

480470460450

BVC54+03.28

ELEV422.47

ELEV422.25

EVC55+53.28

ELEV422.40

BVC59+56.20

ELEV423.20

ELEV423.35

EVC61+06.20

ELEV423.58

BVC67+85.09

ELEV425.62

ELEV425.92

EVC69+85.09

ELEV425.72 

0.20% 0.30%

VC=150'

SSD=1154'

VC=150'

SSD=5362'

VC=200'

SSD=1429'

V=35 MPH

V=35 MPH

V=35 MPH

HSR VIADUCT

-0.20%

PVI54+78.28

PVI60+31.20

PVI68+85.09

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
HSR13-44

CV-R1029AS SHOWN

ROADWAY PROFILE

FRESNO TO BAKERSFIELD

PROFILE

"EDI" LINE

OG

PG

410420430440

EDISON HIGHWAY

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

75+00

EDISON HIGHWAY

•

ST

OSWELL FRONT 

TOTAL

LOCALLY GENERATED ALTERNATIVE

80+00

490

480470460450

ELEV424.36 -0.20%

HSR VIADUCT

PVI76+63.07

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
HSR13-44

CV-T1001AS SHOWN

GRADE SEPARATION LAYOUT

POPLAR AVE

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

MATCHLINE(CV-T1002)

MATCH LINE (CV-T1003)

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

PURPOSES ONLY.FROM GIS DATA AND ARE FOR PRELIMINARY DESIGN NOTE: EXISTING ROW LINES SHOWN WERE EXTRACTED 

CENTRAL

VALLEY

HIGHWAY

ENIL

"

34RS"

SR-43

BNSF

1

00.00 POT

.62 POT

LIMIT OF DITCH

ROADWAY ROW

FILL

TOE OF

FILL

TOE OF

ROADWAY ROW

ROADWAY ROW LIMIT OF DITCH

FILL

TOE OF

FILL

TOE OF

LIMIT OF DITCH

MGS

EP

EP

HSR •

FB LGA SB

HSR •

FB LGA NB

203'

HEIGHT

MAX 

LENGTH

NO. 96

RET WALL

69 38.8'

69 128' 9.4'

"PO" 31+92.65 EB

CUSHION

TL-3 CRASH 

CUSHION

TL-3 CRASH 

DITCH

LIMIT OF

MGS

NO. 95

RET WALL

22'

MOIF YARD LEAD 

MGS

MGS

ACCESS ROAD

"PO" 25+01.82 BB

MOIF

BNSF •

PLANS

SEE BRIDGE

BR NO.XX-XXXX

POPLAR OH

M

A

D

E

R

A

A

V

E

6 7 8 9 20 1 2 3 4 25 6 7 8 9 30 1 2 3 4

95

100

105

2

3

4

6

7

8

9

1

2

3

4

6

5885+00

E:

6175820

.23

N:

2378880

.69

BEG

STA

5880+00

(FB

LGA)

END

STA

5879+93

.88

(WS1)

TIE

IN

TO

SUBSECTION

WS1

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

35 6 7 8 9 40 1 2 3 4 45 6 7 8 9

15

12

3

4

6

7

8

9

110

115

7

8

9

1

2

3

4

6

7

8

5895+00

5900+00

HSR13-44

CV-T1002AS SHOWN

GRADE SEPARATION LAYOUT

POPLAR AVE

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

F

R

E

S

N

O

A

V

E

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

HSR •

FB LGA SB

HSR •

FB LGA NB

PURPOSES ONLY.FROM GIS DATA AND ARE FOR PRELIMINARY DESIGN NOTE: EXISTING ROW LINES SHOWN WERE EXTRACTED 

YAWHGIH

YELLAV

LARTNEC

POPLAR AVE

"PO" LINE

SR-43

1

2

3

1

ENIL

"

34RS"

ROTCENNOC

RALPOP

LIMIT OF DITCH

="PO" 41+00.00 POT

"PO-C" 10+00.00 POT

LIMIT OF DITCH

"PO-C"

LINE

BNSF

ROADWAY ROW

FILL

TOE OF

ROADWAY ROW

FILL

TOE OF

ROADWAY ROW

EPEP

EP

EP

CONFORM

"PO" 45+00.00 PI

ROADWAY ROW

ROADWAY ROW

="SR43" 111+70.29 POT"PO-C" 19+12.67 POT

"PO-C" 12+50.00 BC

"PO-C" 15+91.96 EC

7

PLACE BASE AND AC SURFACING TO FINISH GRADEREMOVE EXISTING AC DITCH AND BASE MATERIAL

BNSF •

32'

3

2

'
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

15 20 1 2 3 4 6 7 8 9 1 2

2

0

1

5

4

6

7

8

9

1

2

3

HSR13-44

CV-T1003AS SHOWN

GRADE SEPARATION LAYOUT

POPLAR AVE

MATCH LINE (CV-T1001)

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

PURPOSES ONLY.FROM GIS DATA AND ARE FOR PRELIMINARY DESIGN NOTE: EXISTING ROW LINES SHOWN WERE EXTRACTED 

4

5

E

V

A

A

R

E

D

A

M

"C

R

2

"

L

IN

E

COUNTY ROAD 3

C

O

U

N

T

Y

R

O

A

D

2

EP

ROADWAY ROW

FILL

TOE OF

FILLTOE OF

FILL

TOE OF

FILL

E OF

RM

CONFORM

CONFORM

ROADWAY ROW

ROW

ROADWAY ROW

EP

24'

2

4

'

"CR3"LINE

MADERA AVE CLOSURE 

R=43'

CONFORM

EPEP

MOIF ACCESS ROAD

MOIF

CONFORM"CR3" 22+83.93 PI CONFORM

ROADWAY ROW
HSR13-44

CV-T1004AS SHOWN

GRADE SEPARATION PROFILE

POPLAR AVE

PROFILE

"PO" LINE

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(CV-T1005)

340350360370380390400

25+00 30+00 35+00

410

330

POPLAR AVE

20+00

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

ACE

PG

SEEBRIDGEPLAN

27.2'

•

SB HSR

•

BNSF

SEEBRIDGEPLAN

30.3'

351.17

ROW

BNSF/CT

•

SR 43

SEEBRIDGEPLAN

31.9'

V=55MPH

ELEV384.15

31+92.65EB

•

NB HSR

ELEV415.66

VC=1900'SSD=503'

CT ROW

•

LEADYARD

MOIF

OG MOIF TOR

355.64

HSR TOR

354.92

BNSF TOR

8.5'

ELEV391.34

25+01.82BB

PLANSSEE BRIDGEBR NO. XX-XXXXPOPLAR AVE OH

PVI26+50.00

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
HSR13-44

CV-T1005AS SHOWN

GRADE SEPARATION PROFILE

POPLAR 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

PROFILE

"PO-C" LINE

45+00 10+00 15+00 20+00

330340350360370

POPLAR CONNECTOR

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

EVC43+69.00

ELEV344.09

ELEV343.82

-0.21%

PVI45+00.00

V=35MPH V=35MPH

ELEV347.54

BVC11+09.73

ELEV345.35

ELEV344.35

EVC12+09.73

ELEV344.24

ELEV343.53

BVC17+50.00

ELEV343.90

ELEV344.00

EVC18+50.00

ELEV345.00

ELEV346.32

-2.00% -0.20% 0.20% 2.00% VC=100'

SSD=5959'

VC=100'

SSD=5800'

•

POPLAR AVE

•

SR-43

PVI10+00.00

PVI11+59.73

PVI15+65.00

PVI18+00.00

PVI19+16.03

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
HSR13-44

CV-T1006AS SHOWN

GRADE SEPARATION PROFILE

POPLAR AVE

PROFILE

"CR2" LINE

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

340350360370

15+00 20+00 25+00 30+00

330

COUNTY RD 2

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

V=35MPH

•

COUNTY RD 3

BVC12+06.35

ELEV349.45

ELEV347.45

EVC14+06.35

ELEV347.65

ELEV349.46

0%

0.20%

VC=200'

SSD=931'

PVI13+06.35

PVI23+03.97

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
HSR13-44

CV-T1007AS SHOWN

GRADE SEPARATION PROFILE

POPLAR AVE

PROFILE

"CR3" LINE

330

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

340350360370380

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

COUNTY RD 3

FRESNO TO BAKERSFIELD

LOCALLY GENERATED ALTERNATIVE

V=35MPH

PG

OG

•

• MADERA AVE

NTY RD 2

ELEV349.46

BVC20+00.00

ELEV346.98

ELEV346.74

EVC22+00.00

ELEV347.25

ELEV347.68 -0.25% 0.51% VC=200' PSSD=1022' VI 10+00.0

0

PVI21+00.00

PVI22+83.93

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

4 5 6 7 8 9 10 1 2 3 4 15 6 7 8 9 20 1 2

280

7

8

9

1

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

MATCHLINE(C

V-T1009)

S

CENTRAL

VALLEY

HW EP Y

TOE OF FILL

"RIV" LINE

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1008AS SHOWN

LOCALLY GENERATED ALTERNATIVE

RIVERSIDE ST

SURFACING

REMOVE BASE AND 

TOE OF FILL

LIMIT OF DITCH

LIMIT OF DITCH

CUSHION

TL-3 CRASH 

MGS

MGS

HEIGHT

MAX 

LENGTH

END

WALL DATA

 "RIV" 17+56.65

NO. 65

RET WALL

ROADWAY ROW

ROADWAY ROW

144.52'

SEE BRIDGE PLANS

BR NO XX-XXXX

BNSF UP

14.8'

GRADE SEPARATION LAYOUT

CURVE DATA

1

NO. R T L

1500.00' 44°05'11" 607.36' 1154.18'

MATCH LINE (CV-T1010)

1

NO. BEARING DISTANCE

1 S88°59'28"E 3900.00'

LINE DATA

(BY OTHERS) 

FUTURE BRIDGE

"RIV"16+94.93 BB

3

S1°00'31"W 211.60'
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

2 3 4 35 6 7 8 9

1

2

6080+00

6085+00

6090+00

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

PURPOSES ONLY.FROM GIS DATA AND ARE FOR PRELIMINARY DESIGN NOTE: EXISTING ROW LINES SHOWN WERE EXTRACTED 

CHERRYAVE

"RIV" LINE

CONFORM

"RIV" 34+00.00

AS SHOWN

RIVERSIDE ST

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1009 LOCALLY GENERATED ALTERNATIVE

"RIV" 39+00.00 PI

FB LGA NB HSR •

FB LGA SB HSR •

YP) 

E 

E OF DECK

TOE OF FILL

GRADE SEPARATION LAYOUT

NO. BEARING DISTANCE

1 S88°59'28"E 3900.00'

LINE DATA

1

DGE PLANS

XX-XXXX
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

2

0

2

5

7

8

9

1

2

3

4

6

7

1

2

3

4

265

270

275

2

3

4

6

7

8

9

1

2

3

4

6

7

6045+00

6050+00

6055+00

6060+00

6065+00

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

S

CENTRAL

VALLEY

HWY

FB LGA NB HSR •

FB LGA SB HSR •

BNSF •

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1010AS SHOWN

LOCALLY GENERATED ALTERNATIVE

ROADWAY LAYOUT

RIVERSIDE ST

SEE GOLD'S AVE LAYOUT

H LINE (CV-T1008)

"RIVC

"

LINE

SURFACING

REMOVE BASE AND 

C

= "SR43" 265+19.50 POT"RIV-C" 00+00.00 POT 

CONFORM"SR43" 274+07.92

TOE OF FILL 

TOE OF FILL 

INTRUSION BARRIER

2

32'

44'

ROADWAY ROW
400

390

380370

360

350

340

330

10+00 15+00 20+00

PROFILE

RIVERSIDE ST

"RIV" LINE 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

24+00

MATCHLINE(C

V-T1012)

AS SHOWN

RIVERSIDE ST

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1011 LOCALLY GENERATED ALTERNATIVE

GRADE SEPARATION PROFILE

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

8.0'

ROW

CT

ROW

CT/BNSF ROW

PROP BNSF

(SEE BRIDGE PLANS)

BR NO XX-XXXX

RIVERSIDE ST UP

OG

PG

ROW

EXIST BNSF

BVC8+02.00

ELEV360.06

ELEV406.74

00%

VC=1866'SSD=500'

V=55 MPH

ELEV 383.5316+94.93 BB

ELEV 374.1023+39.93 EB

PVI17+35.00 

CLEAR=25.3' VERT
450

440430

420

410

400

390

380370

360

350

340

330

320310

300

30+00 35+00 40+00 45+00

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

HSR13-44CV-T1012AS SHOWN

FRESNO TO BAKERSFIELD

GRADE SEPARATION PROFILE

LOCALLY GENERATED ALTERNATIVE

RIVERSIDE ST

PROFILE

RIVERSIDE CONNECTOR

"RIV-C" LINE

ELEV343.20

BVC7+41.38

ELEV341.21

ELEV340.94

EVC9+41.38

ELEV339.44

BVC11+12.04

ELEV336.89

ELEV335.01

EVC13+62.04

ELEV337.51

ELEV338.51 -0.27%

-1.50% +2.00%

VC=200'

SSD=639'

VC=250'

SSD=364'

V=35 MPH

V=35 MPH

PVI14+12.04

PVI0+00.00

PVI8+41.38

PVI12+37.04

OG

PG

50

OR

/L

EVC33+00.50

ELEV345.54

ELEV345.84

0.30%

PVI34+00.00

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

20 25 30

250 255 260

250 255 260

7 8 9 20 1 2 3 4 25 6 7 8 9 30 1

250 1 2 3 4 255 8 9 260 2 3

250 1 2 3 4 255 6 7 8 9 260 1 2 3

555+00 6560+00 6565+00

ST6556+02.49

20 25 30

250

250 255 260

7 8 9 20 1 2 3 4 25 6 7 8 9 30 1

250 255 260

250

MAT

CHLINE(C

V-T1013)

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

COFFEE RD

SB SR-99NB SR-99

"COF" LINE

UPRR

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1013

LOCALLY GENERATED ALTERNATIVE

CONFORM CONFORM

DECKEDGE OF 

DECK

EDGE OF 

FB LGA SB HSR •

FB LGA NB HSR •

ROADWAY ROW

GRADE SEPARATION LAYOUT

"SR99NB" LINE "SR99SB" LINE 

PURPOSES ONLY.

FROM GIS DATA AND ARE FOR PRELIMINARY DESIGN

NOTE:EXISTING ROW LINES SHOWN WERE EXTRACTED

COFFEE ROAD

M
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

0 275

40

45

0

0

275

40

45

8 9 1 2 3 4

0 1 2 3 4 275 6

0

275

1

2

3

4

0

1

2

3

4

6580+00

"COF" LINE

SB SR-99

NB SR-99

COFFEE

RD

25' "COF" 44+09.77 BC

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1014

D

1

LOCALLY GENERATED ALTERNATIVE

MATCH

LINE

(CV-T1015)

MATCH

LINE

(CV-T1014) 

CONFORM

 BOOTH TO BE RELOCATED

SECURE ACCESS GATE AND

"COF" 44+92.28 EC

6 4 7

TH3" 272+71.96 BC

"7TH3" 274+81.20 EC

NG DISTANCE

E DATA

09"E 3429.41'

60"E 361.68'13"E 227.44'

ROADWAY ROW 

GRADE SEPARATION LAYOUT

"7TH3"

LINE

59"E59"E

5289.24'5332.79'

0

21

PURPOSES ONLY.

FROM GIS DATA AND ARE FOR PRELIMINARY DESIGN

NOTE:EXISTING ROW LINES SHOWN WERE EXTRACTED

HSR VIADUCT COLUMN (TYP)

COFFEE ROAD

"7TH3" 275+14.89

CONFORM

EXISTING 7TH

STANDARD

RD

EP

FB LGA NB HSR •

FB LGA SB HSR •
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

100 105 110

4

5

5

0

5

5

6

0

15

6 7 8 9 100 1 2 3 4 105 6 7 8 9 110 1

4

5

5

0

5

5

6

0

6

7

8

9

1

2

3

4

6

7

8

9

1

15

1

2

3

4

6

6585+00

6590+00

6595+00 

100 105 110

4

5

5

0

5

5

6

0

15

6 7 8 9 100 1 2 3 4 105 6 7 8 9 110 1

4

5

5

0

5

5

6

0

6

7

8

9

1

2

3

4

6

7

8

9

1

15

1

2

3

4

6

HSR13-44

CV-T1015

AS SHOWN

GRADE SEPARATION LAYOUT

FRESNO TO BAKERSFIELD

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

LOCALLY GENERATED ALTERNATIVE

TOE OF FILL

TOE OF FILL

TOE OF FILL

TOE OF FILL

CONFORM

CONFORM

ONFORM

EP EP

EP

EP

EP EP

EP

EP

EP

EP

"7TH"LINE

7TH STANDARD RD

"C

O

F

"

L

IN

E

C

O

F

F

E

E

R

D

"ADW"

LINE HSR • FB LGA SB

HSR •

FB LGA NB

25'

24'

"ADW" 16+06.87 POT="COF" 49+46.14 POT

"COF" 52+55.50 POT

="7TH" 102+56.88 POT

CONFORM "COF" 61+56.81 PI"COF" 60+10.95

CONFORM"ADW" 12+10.00

6'

UPRR

UPRR ROW

SEE BRIDGE PLAN

BR NO.XX-XXXX

7TH STANDARD VIADUCT

3

2

19

NO. COF1

RET WALL

GHT

AX 

8'

ROADWAY ROW 

ROADWAY ROW 

7TH STANDARD ROAD

ACCESS ROAD 

R=50' R=50'

"7TH" 103+56.95 BB

ANAL

LIMIT OF DITCH 

LIMIT OF DITCH 

IMIT OF DITCH 

LIMIT OF DITCH 

LIMIT OF DITCH 

ROADWAY ROW 

PURPOSES ONLY.FROM GIS DATA AND ARE FOR PRELIMINARY DESIGN NOTE: EXISTING ROW LINES SHOWN WERE EXTRACTED 

(TYP)HSR VIADUCT COLUMNS 

(TYP)VIADUCT COLUMNS7TH STANDARD 

ACCESS DRIVEWAY 

0+00.00 PI

NO. COF2

RET WALL

7'

EP

R=100'

R=35'

R=50'

R=35'

R=35'

42'

50'

34

'

MATCH LINE (CV-T1014)

MATCHLINE(CV-T1017)
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

285

280

285

280

285

285

1

2

3

4

6

7

8

9

280

285

9

1

4

6

7

8

280

285

9

1

2

3

4

6

7

8

8

HSR13-44

CV-T1016

AS SHOWN

GRADE SEPARATION LAYOUT

FRESNO TO BAKERSFIELD

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

LOCALLY GENERATED ALTERNATIVE

LINE DATA

NO. BEARING DISTANCE

CURVE DATA

NO. R T L

5

540.46'

S61°03'03"E 557.74'

8 S68°10'03"E

1500.00' 24°25'20" 324.73' 639.59'

7 S43°44'13"E 227.44'

9

5

8

9

"7TH3" 277+08.64 BC

H3" 283+48.23 EC

NE IL

" H1 T

"7

NE LI 3" TH

"7

BS

99-RS BN 99-RS

"7TH1" 287+00.24 PI

MATCH

LINE

(CVT1017)

CT ROW 

EP

EP

7TH STANDARD ROAD

SACO RD COLOMBO

ST

COLOMBO 

NE LI

B" 9S R9

"S

ELEV 470.08'

20

21

22 5000.00' 19°43'56" 869.59' 1721.96'

23 5000.00' 19°46'04" 871.19' 1725.05'

5000.00' 17°41'37" 778.23' 1537.94'5000.00' 17°41'37" 778.23'' 1544.06'

29 S64°24'36"E 371.67'

28 S64°24'36"E 406.32'

28

29

22

23

"SR99NB" 280+19.38 EC

"SR99SB" 280+62.94 EC

"SR99NB" 284+25.70 BC

"SB99SB" 284+34.61 BC

E (CV-T1015)

NO. 700RET WALL

LENGTH

BEGIN END

LOCATION

RETAINING WALL DATA

HEIGHT

MAX 

9.00' RT "SR99SB" 288+00.00 56.92' RT "SR99SB" 300+16.87 1203' 32'

LIMIT OF DITCH 

TOE OF FILL 

LIMIT OF DITCH 

TOE OF FILL

NE LI

B" 9N R9

"S

MGS

SB OFF-RAMP
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION 

EPD DESIGN 

ECORD SET

295

300

295

300

305

300

305

125 130

135

140

295

300

305

295

300

305

300

305

310

8

9

1

2

3

4

6

7

8

9

1 2

125 130

135

140

1 2

3

4

6

7

8

9

1 2

3

4

6

7

8

9 1 2

295

300

305

6

7

8

9

1

2

3

4

6

7

8

295

300

305

4

6

7

8

9 1 2

3

4

6

7

8

9

295

300

305

4

6

8

9 1 2

3

4

6

7

8

9

295

300

3

4

6

7

8

9

1

2

3

300

305

1

2

3 4 6 7

8

9

15

20

2

3

4

6

7

8

9

10 1 2

9

HSR13-44

CV-T1017

AS SHOWN

GRADE SEPARATION LAYOUT

FRESNO TO BAKERSFIELD

100

0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

LOCALLY GENERATED ALTERNATIVE

MATCH

LINE

(CV-T1018)

4

3

5

2

7

10

8

11

12

10

13

11

14

14

18

17

17

16

16

15

"7TH" 128+84.36 BC "7TH" 131+78.58 EC

"7TH" 135+78.58 BC

"7TH" 138+72.81 EC

+93.74 BB

EC

"7TH2" 303+57.80 BC

"7TH2" 305+24.90 EC

"GSHF" 35+63.55 BB

"7TH1" 294+33.74 EC

"7TH1" 297+85.89 BC

"7TH1" 302+68.36 EC

"7TH5" 311+02.27 EC

"7TH5" 305+29.39 BC

"7TH5" 302+52.27 EC

"7TH5" 300+50.87 BC

"7TH5" 299+51.05 EC

"7TH4" 299+22.16 BB

"7TH4" 302+35.45 EC

EP

R=50'

"7TH"

LINE

LINE

TH5"

"7

NE

LI

4"

TH

"7

CONFORM 

"7TH" 141+15.34

CONFORM

BS

99-RS

BN

99-RS

"7TH5" 312+71.56 PI

"7TH1" 303+59.84 PI 

LINE DATA

NO. BEARING DISTANCE

4 S83°39'33"E 400.00'

CURVE DATA

NO.

R

T

L

2

2178.69'

S56°00'56"E 352.15'

S83°39'33"E

S44°38'32"E 360.11'

3

5 S89°16'42"E

6

8

9

7

10

11 91.48'

12 S48°58'46"E 866.78'

10

11

14

13 S45°47'17"E 300.06'

14

16 S46°28'54"E

17 S50°19'29"E 277.13'

15

16

17

18 N82°05'14"W 169.30'

MERLE HAGGARD DR

5'

GHT

AX 

1'2'0'

NO. 702RET WALL

NO. 705RET WALL

SACO

RD

7TH STANDARD ROAD

"GSHF" 39+13.37 EC

TOE OF FILL 

MGS

MGS

MGS

EP

EP

24 N15°03'36"W

23 S15°03'26"E

22 S15°03'36"E

21 S89°16'42"E

20 S83°58'26"E 400.00'

582.20'

21

18

19

207.69'

83.24'

83.00'

25 N89°49'11"E 82.47'

25

= "7TH" 119+00.00 POT

GSHF" 33+61.05 POT

TH4" 294+77.42 PI

TH4" 295+59.88 BC

119+48.82 BC

 123+02.16 EC

TOE OF FILL 

UPRR

102'

6'

12

15

12

"7TH4" 308+22.65 EC

"7TH2" 308+24.96 PI

"7TH4" 305+95.56 BC

EP

"7TH1" 292+57.98 BC

CONFORM 

NB

OFF-RAMP

MATCH

LINE

(CV-T1018)

LIMIT OF DITCH 

GOLDEN

STATE

HIGHWAY

FRONTAGE

ENIL "BN99RS"

E

IN

L "BS99RS"

ENIL "NUQ"

DR NNIUQ

ENIL "1DR"

CURVE DATA

NO.

R

T

L

24

26

25

23

22

"SAC"

LINE

24

25

26

436.60'

3244.08'

S44°40'40"E 3259.26'

S44°38'32"E

S58°19'18"E

N56°45'45"E

34

33

32

31

30

35

30

31

32

376.16'

33

S0°19'20"W 439.75'

34

S0°35'41"W 312.10'

35

"QUN" 303+74.46 POT

"QUN" 302.+88.43 EC

"SAC" 20+03.10 EC

"SR99SB" 301+59.66 EC

"SR99NB" 301+47.66 EC

83.09 BC

"SAC" 14+36.60 BC

SAC" 10+00.00 PI

="7TH" 133+55.13 POT

"RD1" 9+00.00 POT="7TH" 137+86.88 EC

"7TH" 128+38.95 EB

CONFORM"7TH5" 295+92.11

"7TH5" 297+00.00 BC PI

100.00'

"RD1" 12+12.10 PI

BENTROTT WAY

3000.00'3000.00'

425.00'

2000.00'1000.00'

160.00'

3000.00'

850.00'

3000.00'

850.00'

2177.08'3000.00'

155.00'

3000.00'3000.00'

1721.96'1725.05'

566.50'

432.25'

428.64'

500.00' 64°54'57" 318.02'

5000.00' 19°46'04" 871.19'5000.00' 19°43'56" 869.59'

540.00' 45°51'46" 228.45'

610.00' 40°15'39" 223.59'

5°37'09"

5°37'09"

53°06'27"

5°02'07"

27°38'37"

146°04'50"

3°11'29"

45°32'17"

4°20'14"

31°37'09"

6°36'25"

3°50'35"

211°45'45"

6°49'09"

6°45'51"

147.23' 294.22'

147.23' 294.22'

212.40' 393.93'

87.94' 175.76'

246.03' 482.47'

524.65' 407.93'

83.57' 167.10'

356.77' 675.57'

227.09' 113.60'

240.68' 469.08'

125.66' 251.05'

100.65' 201.22'

N/A 572.87'

178.74' 357.05'

176.86' 353.30'

8'2'2'

5'5'

NO. 706RET WALL

NO. 709RET WALL

7'

"7TH6" 307+28.18 EC

22'

24'

28'

ROADWAY ROW 

R=50'

CONFORM"QUN" 302+66.78

30'

24'

74'
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION 

EPD DESIGN 

ECORD SET

310

315

1

2

3

4

310

315

320

325

310

315

320

325

310

315

320

325 1 2

3

4

6

7

8

9 1 2

3

4

310

315

320

325 1 2

3

4

6

7

8

9 1 2

3

4

310

315 1

2

3

4

6

45

50

1 2

3

4

6

7

8

9 1 2

3

4

6610+00

6615+00

6620+00

6625+00

HSR13-44

CV-T1018

AS SHOWN

GRADE SEPARATION LAYOUT

FRESNO TO BAKERSFIELD

100

0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

LOCALLY GENERATED ALTERNATIVE

15

13

16

17

"7TH4" 313+62.87 BC

"7TH4" 315+29.97 EC

ENIL "FHSG"

ENIL "4HT7"

CONFORM

"GSHF" 50+37.51

BN

99-RS

BS

99-RS

"GSHF" 55+00.00 PI

"7TH4" 318+30.03 PI

TOE OF FILL

NO. 704RET WALL

NO. 703RET WALL

NO. 705RET WALL

ROW 

FB LGA SB HSR 

 LGA NB HSR 

C

C

L

L

UPPR

EP

PPR ROW 

INDUSTRY PARKWAY DR

7TH STANDARD ROAD

EP

MATCH

LINE

(CV-T1017)

NB

OFF-RAMP

GOLDEN

STATE

HIGHWAY

FRONTAGE

ELEV 455.37'

ENIL "BN99RS"

ENIL "BS99RS"

30

31

26

36

DWY CLOSURE 

HEIGHT

MAX 

51'42'28'

EP

"7TH6" LINE "7TH6" 316+03.17 PI

"7TH6" 311+56.82

24'

6.5'

24'

TOE OF FILL

15'

2'
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

"COF" LINE

COFFEE ROAD

MATCHLINE(CV-T1020)

20+00 25+00 30+00 35+00

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1019 LOCALLY GENERATED ALTERNATIVE

GRADE SEPARATION PROFILE

7TH STANDARD ROAD

400410420430440450460470480

G

V=35 MPH

V=35 MPH

V=35 MPH

BVC19+10.65

ELEV444.72

ELEV445.22

EVC21+10.65

ELEV444.92

BVC21+91.53

ELEV444.68

ELEV444.38

EVC23+91.53

ELEV444.83

BVC26+90.22

ELEV446.17

ELEV446.62

EVC28+90.22

ELEV446.32

-0.30% 0.45% -0.30%

VC=200'

SSD=931'

VC=200'

SSD=1036'

VC=200'

SSD=986' 

PVI20+10.65

PVI22+91.53

PVI27+90.22

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
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

"COF" LINE

COFFEE ROAD

45+00 50+00 55+00 60+00

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1020 LOCALLY GENERATED ALTERNATIVE

GRADE SEPARATION PROFILE

7TH STANDARD ROAD

410420430440450460470480

V=35 MPH

V=35 MPH V=35 MPH

PG

OG

V=35 MPH

V=35 MPH

7TH STANDARD RD

CL

BVC43+00.00

ELEV446.39

ELEV446.81

EVC45+00.00

ELEV445.85

BVC45+60.95

ELEV445.26

ELEV443.81

EVC48+60.95

ELEV451.31

ELEV461.31

EVC51+60.95

ELEV463.31

ELEV465.20

BVC53+45.00

ELEV463.41

ELEV461.01

BVC57+00.00

ELEV444.56

ELEV432.66

EVC60+40.00

ELEV432.46

-0.97%

5.00%

2.00% -2.00%

-7

.00%

VC=200'

SSD=577'

VC=300'

SSD=255'

VC=200'

SSD=322'

VC=240'

SSD=253'

VC=340'

SSD=251'

ELEV452.61

EVC55+85.00

BVC49+60.95

ELEV456.31 

CL

DRIVEWAY

ACCESS

PVI44+00.00

PVI47+10.95

PVI50+60.95

PVI52+55.54

PVI54+65.00

PVI58+70.00

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
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

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1021 LOCALLY GENERATED ALTERNATIVE

GRADE SEPARATION PROFILE

430440450460470

10+00 15+00 20+00

"ADW" LINE

ACCESS DRIVEWAY

ACCESS DRIVEWAY

BVC12+10.00

ELEV439.62

ELEV440.13

EVC14+10.00

ELEV447.13

BVC14+25.00

ELEV448.18

ELEV453.43

EVC15+75.00

ELEV454.93

ELEV455.57

2.00%

VC=200'

SSD=177'

VC=150'

7. SSD=291' 00%

COFFEE RD

CL

OG PG

0.51%

V=25MPH

V=25MPH

PVI13+10.00

PVI15+00.00

PVI16+06.87

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
PROFILE

00+00 105+00 110+00 115+00 120+00

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

"7TH" LINE

7TH STANDARD ROAD

430440450460470480490500510520530

MAT

CHLINE(CV-T1

023)

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1022 LOCALLY GENERATED ALTERNATIVE

GRADE SEPARATION PROFILE

7TH STANDARD ROAD

-10%

-5%

0%5%

10%

SUPERELEVATION DIAGRAM

V=40 MPH

ELEV 449.18115+72.94 TOR

UPRR

UPRRELEV 448.98115+92.61 TOR

8.0'

PG

OG

"7TH3" LINE

SEEBRIDGEPLANS

SEEBRIDGEPLANS

(SEE BRIDGE PLAN)

BR NO. XX-XXXX

7TH STANDARD VIADUCT

54.9'

54.7'

SEEBRIDGEPLANS

VERTCLEAR=27.4'

V=40 MPH

CL

COFFEE RD

ELEV 504.55119+20.25 SL

ELEV 504.95119+00.52 SL

"7TH2" LINE

ROW

UPPR 

ROW

UPPR

ELEV 469.36103+56.95 BB

8.0'

HSR SB C/LFB LGAELEV 475.19112+22.27 TOR

BVC103+00.00

ELEV466.92

ELEV470.92

EVC105+00.00

ELEV476.92

BVC109+00.00

ELEV500.92

ELEV518.92

+4.00%

+6.00%

-2.00%

VC=200'

SSD=1600'

VC=600'

SSD=316'

EVC115+00.00

ELEV512.92

PVI104+00.00

PVI112+00.00

R=3000' LT

7TH STANDARD RD)

BC

111+91.80

EC

115+48.85

103+56.95

119+48.85

BC

RT ETW & ES -2% SEE BRIDGE PLANSLT ETW & ES -2%

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
PROFILE

25+00 130+00 135+00 140+00 145+00

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

"7TH" LINE

7TH STANDARD ROAD

440450460470480490500510520530

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1023 LOCALLY GENERATED ALTERNATIVE

GRADE SEPARATION PROFILE

7TH STANDARD ROAD

-10%

10%

5%0%

-5%

SUPERELEVATION DIAGRAM

CLEAR=18.1'VERT

NB SR-99

CL

PG

SR-99 FS

40 MPH

V=40 MPH

OG

CL

SB SR-99

ELEV 471.67130+05.94 SL

"7TH5" LINE

CONFORM

ELEV 478.68128+38.95 EB

ELEV492.92

BVC131+00.00

ELEV467.72

ELEV459.32

EVC135+00.00

ELEV461.69

ELEV469.00

-4.20%

+1.19%

C=400'

SD=502'

VC=400'

SSD=346' P

VI141+15.34

ELEV484.52

EVC127+00.00

PVI125+00.00

PVI133+00.00

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

R=3000' RT R=3000' LT

TATION ("7TH" LINE, 7TH STANDARD RD)

BC

128+84.36

EC

131+78.58

BC

135+78.58

EC

138+72.81

141+15.34

128+38.95

RT ETW & ES -2%LT ETW & ES -2%
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

400410420430440450460470480490500510520

530

"GSHF" LINE

GOLDEN STATE HIGHWAY FRONTAGE ROAD

40+00 45+00 50+00 55+00 60+00

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1024 LOCALLY GENERATED ALTERNATIVE

GRADE SEPARATION PROFILE

GOLDEN STATE HIGHWAY FRONTAGE

PG

OG

V=45 MPH

+0.30%

EVC40+25.00

ELEV484.89

BVC45+87.51

ELEV456.77

ELEV445.52

EVC50+37.51

ELEV446.20

-5

.00%

VC=450'

SSD=385'

PVI48+12.51

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
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

95+00 300+00 305+00 310+00

"7TH1" LINE

NB SR-99 ON RAMP

315+00

450460470480490500510

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1025 LOCALLY GENERATED ALTERNATIVE

GRADE SEPARATION PROFILE

7TH STANDARD ROAD

5%

0%

-5%

-10%

10%

SUPERELEVATION DIAGRAM

PG

V=40 MPH

•

7TH STANDARD RD

ELEV463.90

ELEV470.08

BVC298+10.00

ELEV472.07

ELEV480.38

EVC303+10.00

ELEV470.31

ELEV468.30

+3.91%

+3.32% -4.03%

VC=500'

SSD=301'

PVI303+59.84

PVI295+92.14

CONFORM

PVI297+50.00

PVI300+60.00

297+85.89

303+59.84

EC

302+68.36BC

R=1000' LT

RT ES 8%

LT ES -5%

LT ETW -2%

295+92.14

297+23.39

297+79.64

298+35.89

302+18.36

302+39.38

ENDSHOULDER

301+54.17

RT ES 2%

302+74.61

-2%

LT ETW 

303+30.86

-5%

LT ES 

LT ETW & ES -8%

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
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

"7TH2" LINE

95+00 300+00 305+00 310+00 315+00

440450460470480490500510

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1026 LOCALLY GENERATED ALTERNATIVE

GRADE SEPARATION PROFILE

7TH STANDARD ROAD

SB SR-99 ON RAMP

-10%

-5%

0%5%

10%

SUPERELEVATION DIAGRAM

-15%

15%

V=50 MPH

PG

ELEV 452.42301+19.15GORE POINT

CLEAR=26.3'VERT

SEE BRIDGE PLAN

BR NO XX-XXXX

7TH STANDARD RD

8.0'

CLEAR=23.0'

VERT

ELEV451.24

EVC302+50.00

ELEV452.44

ELEV454.17

+0.30%

VC=800'

SSD=431'

PVI308+24.96

CONFORM

PVI298+50.00

303+57.80

BC

305+24.90

EC

308+24.96

305+32.80

306+07.80

306+74.90

307+49.90

AXIS OF ROTATION ("7TH2" LINE, SB ON-RAMP)

R=3000' RT

RT ETW -2% RT ETW -2%

301+19.15

GOREPOINT

RT ES -5%

LT ES 2%

295+51.02

296+11.02

-4%

RT ETW

294+91.02

EC

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
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

"7TH3" LINE

280+00 285+00 290+00 295+00

440450460470480490500510520

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1027 LOCALLY GENERATED ALTERNATIVE

GRADE SEPARATION PROFILE

7TH STANDARD ROAD

SB SR-99 OFF RAMP

10%-5%-10%0%5%

SUPERELEVATION DIAGRAM

PG

V=45 MPH

V=35 MPH

8.0'

(SEE BRIDGE PLAN)

BR NO. XX-XXXX

7TH STANDARD VIADUCT

•

7TH STANDARD RD

7TH3

BVC277+66.69

ELEV453.39

ELEV448.52

EVC286+16.69

ELEV474.02

BVC288+75.00

ELEV489.52

ELEV497.02

EVC291+25.00

ELEV499.09

ELEV505.16

6.00%

1.66%

VC=850'

SSD=510'

VC=250'

SSD=278'

ELEV 501.84292+90.19 EB

PVI281+91.69

PVI290+00.00

PVI294+90.32

BC

283+48.23

EC

288+88.69

BC

292+82.62

EC

282+98.23

277+58.64

294+90.32

292+56.85

AXIS OF ROTATION ("7TH3" LINE, SB-OFF RAMP)

R=1500' LT

R=425' RT

PLANS

SEE BRIDGE

RT ETW -2%

RT ES -5%

LT ES 2%

& ES 2%

RT ETW

288+68.69

RT ES -12%

RT ETW

LT ES -2%

290+56.86

289+68.69

12%

LT ES 

287+68.69

292+90.19

292+48.23

293+41.98

292+85.73

RT ES 8%

RT ETW

LT ES -8%

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
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

430440450460470480490500510

"7TH4" LINE

00+00 305+00 310+00 315+00 320+00

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1028 LOCALLY GENERATED ALTERNATIVE

GRADE SEPARATION PROFILE

7TH STANDARD ROAD

SB SR-99 ON RAMP

-10%

-5%

0%5%

10%

SUPERELEVATION DIAGRAM

307+72.65

313+37.87

315+54.97

301+65.45

309+97.65

314+12.87

314+79.97

BC

BC

305+95.56

302+35.45EC

315+29.97

EC

306+45.56

309+22.65

313+62.87

318+30.03

INE, SB ON-RAMP)

R=850' RT

R=3000' LT

R=3000' RT

RT ETW -4%

RT ETW -2% RT ETW -2%

311+10.15

RT ETW -2%

304+52.02

303+08.06

303+33.15

311+78.99

GOREPOINT

RT ES -10%

RT ETW

LT ES 10%

LT ES 2%

RT ES -5%

-5%

RT ES

-4%

LT ES

2%

LT ES 

304+95.56

308+22.65

EC

308+47.65

302+70.45

4%

RT ES

RT ETW

300+65.33

PG

V=45 MPH

V=50 MPH

EE BRIDGE PLAN)

R NO. XX-XXXX

H STANDARD VIADUCT

ELEV 454.01311+78.99GORE POINT

BVC300+13.00

ELEV489.73

ELEV486.66

EVC302+63.00

ELEV481.76

BVC307+25.00

ELEV463.65

ELEV452.88

EVC312+75.00

ELEV453.70

ELEV455.37

-3.92%

0.30%

VC=250'

SSD=578'

VC=550'

SSD=551'

ELEV 491.95299+22.16 EB

CONFORM

PVI301+38.00

PVI310+00.00

PVI318+30.03

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
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

420430440450460470480490

"7TH5" LINE

00+00 305+00 310+00 315+00 320+00

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1029 LOCALLY GENERATED ALTERNATIVE

GRADE SEPARATION PROFILE

7TH STANDARD ROAD

NB SR-99 LOOP ON-RAMP

-10%

-5%

0%5%

10%

SUPERELEVATION DIAGRAM

-15%

15%

V=45 MPH

PG

OG

ELEV 453.52302+98.66GORE POINT

PLANS

PLANS

SEEBRIDGE

V=50 MPH

8.0'

(SEE BRIDGE PLAN)BR NO. XX-XXXX7TH STANDARD VIADUCT

17.2'

BVC300+75.00

ELEV455.74

ELEV455.36

EVC303+25.00

ELEV453.39

BVC304+50.00

ELEV451.43

ELEV447.49

EVC309+50.00

ELEV457.80

ELEV471.05 

-1.57%

4.12%

VC=250'

SSD=646'

VC=500'

SSD=396'

PVI302+00.00

PVI307+00.00

PVI312+71.56

BC

300+51.05

302+52.27

EC

305+29.39

BC

311+02.27

EC

R= 155' LT

R= 3000' LT

302+77.27

2%

RT ES

AXIS OF ROTATION ("7TH5 LINE, NB ON-RAMP)

-2%

LT ETW

LT ETW & ES -12%

310+55.98

302+98.77

GOREPOINT

302+02.27

-4%

LT ETW

300+01.05

301+51.05

301+88.55

-5%

LT ES

304+69.39

RT ES 12%

306+09.39

304+09.39

310+22.27

312+22.27

312+71.56

-2%LT ETW & ES

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1030

GRADE SEPARATION LAYOUT

SR-204

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

SB SR-204

NB SR-204

1

UPRR

1

LANAC

REIRRAC

TS

MLE

LINE

"SR204"

"F2" 93+82.69 BC

SEE BRIDGE PLAN

WIDENING

BR NO 50-0208

CARRIER CANAL

CONFORM"SR204" 84+76.12 

"SR204" 90+17.42 BB

"SR204" 91+75.94 EB

85

90

LINE DATA

BEARING DISTANCE

CURVE DATA

R T L

2214.07'2022.09'

1 S46°34'25"E

2 S46°13'42"E

3 S47°22'26"E 300.06'

1 3000.00' 03°11'29" 83.57' 167.10'

NO.

NO.

FB LGA NB HSR •

FB LGA SB HSR •

2

EP

SAWCUT

3

LOCALLY GENERATED ALTERNATIVE

MAT

C

H

L

INE

(C

V

-

T

1

0

3

1

)

MGS

"F2" LINENB ON-RAMP

TS

MLE

LANAC

REIRRAC

"SR204" 90+20.00 AP

=30' LT "SR204" 90+82.63

CONTROL SITE PLANS

SEE AUTOMATIC TRAIN

S-INT-FST-N-H4

"F2" 90+82.63 PI

RETENTION POND 

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

12'AUX LANE

10'SHLD

85

90

1

3 4

6 7 8 9

1 2 3 4

1 2 3 4

15

20

1

2

3

4

6

7

8

9 1

6840+00 6845+00 6850+00
MATCH LINE (CV-T1032)

100

0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

L

715'

LENGTH

BEGIN END

LOCATION

RETAINING WALL DATA

NO.

740' 27'379' 22'380'

27'34'

100L

100R

111L

111R

F1RF3R

58.50' LT "SR204" 101+76.79 58.50' LT "SR204" 108+91.37

58.50' RT "SR204" 101+51.84 58.50' RT "SR204" 108+91.37

58.50' RT "SR204" 110+67.86

58.50' LT "SR204" 110+68.84 58.50' LT "SR204" 117+99.12

58.50' RT "SR204" 118+00.00

70.45' LT "F1" 110+42.44 23.5' LT "F1" 123+41.69 1441'

41.50' RT "SR204" 94+72.13 164.00 LT "F" 11+99.79 2005'

8'6'

HEIGHT

MAX 

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1031

GRADE SEPARATION LAYOUT

SR-204

H ST

H

ST

3

4

4

MP

UPRR

NB OFF-RAMP

8

7

13

14

19

20

12'

"F1" 116+64.71 BC

TS DN23

"F" LINE

F

ST

"F1

"

LINE

"F2"

LINE

LINE

"F3

"

"SR204" 114+20.12 EC "F1" 109+76.43 POT

="F" 18+24.22 POT

="F" 17+17.99 POT

"SR204" 109+75.36 POT

"F" 17+64.11 EC

="F" 18+12.22 POT

"F2" 109+68.28 POT

EP ETW

"SR204" 110+42.09 BC

EP

ETW

"F4" 122+32.84 BC

"F" 13+92.49 BC

EP

ETW

EP ETW

EP

EP

H ST CLOSURE

TS F

ENIL "F"

CONFORM

55'

36'

24'

MP

RA

NO

SB

ENIL "4F"

PMAR-FFO

SB

40'

5

6

6

7

"F4" 111+13.45 POT"F" 11+26.64 POT

"F3" 16+74.17 EC

"F4" 115+78.25 BC

"F3" 113+51.20 BC "F4" 120+44.04 EC

R=45'

R=45'

RW NO 111L

RW NO F1R

"F3" 118+71.34 POT

="F" 11+40.64 POT

5

21

22

23

24

26 25

27 28

10

RW NO F12R

FB LGA NB HSR •

FB LGA SB HSR •

54'

36'

"F1" 115+65.77 EC

"MUP2" LINE 

40'

LOCALLY GENERATED ALTERNATIVE

PURPOSES ONLY.FROM GIS DATA AND ARE FOR PRELIMINARY DESIGN NOTE: EXISTING ROW LINES SHOWN WERE EXTRACTED 

="MUP1" 26+83.81 POT"MUP2" 35+03.68 POT

"MUP1" 23+11.73 AP

"MUP1" 21+17.88 AP

"MUP1" 24+60.39 AP

"MUP" 16+78.73 BC

"MUP1" 13+68.35 AP

"MUP1" 14+78.38 AP

UP1" 23+25.23 AP

"MUP1" 20+92.98 AP

"SR204" 108+97.27 BB

"SR204" 110+70.77 EB

SEE STATION LAYOUT

RW NO 111R

F12R

29

24'RW NO 

F2A

RW NO 

F2B

F2A 18.43' RT "F2" 107+13.14 19.74' RT "F2" 108+56.30 18'

F2B 32.75' RT "F2" 106+94.01 6.11' RT "F2" 108+41.43 25'

F15L 56.00' LT "F" 15+01.27 112.03' LT "F" 18+13.23 394' 26'

176'144'

"MUP1" LINE

MULTI-USE PATH 1

SEE BRIDGE PLAN

BR NO XX-XXXX

F ST UC

RW NO F3R

RW NO F15L

(CV-T1033)

MATCH

LINE

(CV-T1033)

GOLDEN STATE AVE 

7'0'

6'2'

1'4'6'7'

8'

167.10'199.53'378.02'371.62'124.15'130.46'164.89'

98.94'

414.25'

100.97' RT "F" 9+15.01 25.34' RT "F4" 123+42.31 1340' 6'

43'

EMERGENCY GENERATOR2 EACH - 40 HP PUMPSPUMP STATION HOUSE* 10' X 10' REINFORCED CONCRETE

POND 

POND 

STATION* PUMP 

PONDRETENTION 

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION 

EPD DESIGN 

ECORD SET

15

20

1 2

3

4

6

7

8 9 1 2

7

110

115

6

7

8

9 1 2

3

4

6

8

3

115

120

2

4

6

7

8

9

1 2

110

3

105

115 120

4

6

7

8

9 1 2

3

4

6

7

8

9 1 2

3

110 2 115

120

1 3 4

6

7

8

9 1 2

3

3 20 1 2

1 2 3 4 65 6

1 2 3 4 45 6 7 8 9 50 1

1

85

90

1 2

3

4

6

7

8

9

2

3

10 11 1

7 8

105

4

6

7

8

9

35 40 45

1 2 3 4 6 7 9 1 2 3 4 6

7

8

9

40 1 2 3

85

90

1 2

3

4

6

7

8

9

1

2

30

8

9

1

15

20

25

4

6

7

8

9

1

2

3

4

6

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

TS 6878+07.18
100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY

GOLDEN STATE AVE

29TH

ST

K

ST

NB SR-204

SB SR-204

29TH

ST

L

ST

M

ST

28TH

ST

"SR204"LINE

R204" 128+42.46 EB

130

135

140

145

45

45

SAWCUT

RW NO 129

LINE DATA

BEARING DISTANCE

CURVE DATA

R T L

S53°26'53"E 1029.03'S48°34'44"E

17

16

15

14

4

S53°26'53"E 330.74'

S53°26'53"E 708.79'

S54°35'37"E 300.06'

1 3000.00' 03°11'29" 83.57' 167.10'

NO.

NO.

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1032

GRADE SEPARATION LAYOUT

SR-204

FB LGA SB HSR •

FB LGA NB HSR •

"SR204" 136+65.70 AP

 127+00.00 PI

 127+79.89 AP

LOCALLY GENERATED ALTERNATIVE

802.31'

"SR204" 134+88.68 AP 

30"LINE

BEGIN

LOCATION

RETAINING WALL DATA

END

LENGTH

HEIGHT

MAX 

47.92' RT "SR204" 128+79.41 42.50' RTt "SR204" 133+00.00 421' 19'

00' RT "SR204" 127+00.00

"SR204" 139+17.99 AP

130

135

140

145

1 2 3 4 6 7 8 9

1 2 3 4

45

3

4

6

7

8

9

45

3

4

6890+00

6895+00

6900+00

S

C

6

8

9

8

+

0

7

.

1

8

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY SR204

"LINE

4

4

'

W NO F3R

RW NO F4R

LINE DATA

BEARING DISTANCE

18

19

NO.

LENGTH

BEGIN END

LOCATION

RETAINING WALL DATA

NO.

F3RF4R

41.50' RT "SR204" 94+72.13 2005'

24.34' RT "F4" 123+42.35 1707' 24'

34'

HEIGHT

MAX 

19

5

6

'

AS SHOWN

10

36'

"GO

"

LINE "GO" 21+54.28 EC

"GO" 16+82.82 BC

9

EP

FORM

21 S38°28'55"W 246.26'

10 S51°31'05"E

N00°51'25"EN00°49'04"E

414.96'

274.51'467.49'

R T L

CURVE DATA

NO.

9

300.00' 90°02'27" 300.21' 471.45'

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1033 LOCALLY GENERATED ALTERNATIVE

GRADE SEPARATION LAYOUT

SR-204

M

A

T

C

H

L

IN

E

(C

V

-

T

1

0

3

1

)

MATCH

LINE

(CV-T1031)

R=82'

"GO" 25+69.23 AP

0.00

GOLDEN

STATE

HWY

FRONTAGE

RD

150.39' RT "F" 11+22.87

164.00' LT "F" 11+99.79

AP

ROW

ROADWAY

ROW

ROADWAY

EP

"MUP1"LINE

MULTI-USE PATH 1

9 10

6

20

25

7

9 8

1

2

3

4

15

3

4

6

2 3

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
PROFILE

05+00 110+00 115+00 120+00

400410420430440

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

CONTRACT NO.

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1034 LOCALLY GENERATED ALTERNATIVE

GRADE SEPARATION PROFILE

SR-204

10%-5%

-10%

0%5%

SUPERELEVATION DIAGRAM

390

"SR204" LINE

SEE BRIDGE PLAN

BR NO. XX-XXXX

F ST UC PG

OG

16.7'MINCLR

CL

F ST

ELEV408.25CONFORM

106

+00PVI

ELEV405.02

CONFORM

119+00PVI -0.27% -0.26% -0.25%

5'

CL

MUP

11.8'CLR

ELEV407.45

108+97.27BB

ELEV

407.00

110+70.77EB

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

106+00

119+00

AXIS OF ROTATION ("SR204" LINE, GOLDEN STATE AVE)

ETW & ES -2%

LT & RT

LT & RT ETW -2%

LT & RT ES -5%

LT & RT ETW -2%

LT & RT ES -5%

108+97.27

110+70.77

108+47.27

111+20.77PLANS

SEE BRIDGE
AS SHOWN

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

400390380370410420430360

PROFILE

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1035

GRADE SEPARATION PROFILE

F STREET

"F" LINE

F STREET

LOCALLY GENERATED ALTERNATIVE

SUPERELEVATION DIAGRAM

10%-5%

-10%

0%5%

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

V=40 MPH

V=40 MPH

5'

SEE BRIDGE PLAN

BR NO XX-XXXX

F ST UC

OG

SR-204

CL

"F4" LINE

"F2" LINE

"F1" LINE

SEE STATION PLANS

"F3" LINE

CLR

16.7'MIN

V=40 MPH

2'-6"

SEE BRIDGE PLAN

BR NO XX-XXXX

MULTI-USE PATH BRIDGE

CLR

18.6'MIN

PG

STATION RD 3

CL

BVC8+50.00

ELEV400.38

ELEV401.39

EVC12+50.00

ELEV391.40

ELEV373.68

BVC19+80.00

ELEV393.48

ELEV398.76

EVC21+80.00

ELEV400.76

ELEV401.72 

0.51%

-4.99% 5.28%

2.00%

VC=400'

SSD=311' VC=640'

SSD=301'

VC=200'

SSD=303'

ELEV 386.07

ELEV 385.64 18+24.22 SL18+12.22 SL

ELEV 396.0411+40.64 SL

ELEV 396.5211+26.64 SL

EVC19+25.00

ELEV390.57

BVC12+85.00

ELEV389.66

PVI10+50.00

PVI16+05.00

PVI20+80.00

PVI22+28.15

BC

EC

13+92.49

18+12.22

22+28.15

AXIS OF ROTATION ("F" LINE, F STREET)

R=550' RT

RT ETW & ES -2%LT ETW & ES -2%
PROFILE

"F1" LINE

350360370380390400410420430

115+00 120+00 125+00 130+00

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

SR-204 NB OFF-RAMP

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1036 LOCALLY GENERATED ALTERNATIVE

GRADE SEPARATION PROFILE

F STREET

SUPERELEVATION DIAGRAM

10%-5%

-10%

0%5%

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

V=50 MPH

PG

OG

ELEV 412.33122+29.36GORE POINT

V=50 MPH

SEE BRIDGE PLANSBR NO 50-0505CHESTER AVE UC WIDENING

ELEV380.60

EVC114+25.00

ELEV385.24

BVC117+25.00

ELEV393.21

ELEV399.85

EVC122+25.00

ELEV412.12

BVC123+00.00

ELEV415.80

ELEV420.71

EVC125+00.00

ELEV422.41

2.65%

4.91%

C=350'

SD=349'

VC=500'

SSD=1513'

VC=200'

SSD=307'

30 MPH

PVI112+50.00

PVI119+75.00

PVI124+00.00

PLANS

SEE BRIDGE

112+82.79

115+82.79

116+47.68

LT ETW -2.00%

RT ES 2.00%

119+47.68

121+72.68

125+00.00

R=5000.00' RT

BC115+32.79

EC116+97.68

-5.00%

LT ES

-2.00%

RT ES

00%

T ES 

2.00%

ES

&

LT ETW

00%

 ES

ETW
HSR13-44

CV-T1037AS SHOWN

GRADE SEPARATION PROFILE

F STREET

FRESNO TO BAKERSFIELD

PROFILE

"F2" LINE

100+00 105+00 110+00

350360370380390400410420430

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

SR-204 NB ON-RAMP

LOCALLY GENERATED ALTERNATIVE

-10%

-5%

0%

5%

10%

SUPERELEVATION DIAGRAM

V=50 MPH

V=30 MPH

OG

PG

F ST

CL

BVC97+55.00

ELEV414.55

ELEV410.67

ELEV380.57

EVC108+75.00

ELEV383.88

ELEV385.64

1.89%

VC=770'

SSD=484'

VC=350'

SSD=247'

21.5'CLR

SEE BRIDGE PLAN

BR NO XX-XXXX

MULTI-USE PATH BRIDGE

PRVC105+25.00

ELEV389.97

PVI101+40.00

PVI107+00.00

PVI109+68.28

2.00%

98+28.11

99+03.11

100+53.11

101+52.64

103+02.64

LT ETW -2.00%

103+77.64

LT ES -5.00%

104+90.14

107+21.58

107+71.58

108+62.75

109+68.28

R=3000.00' RT

3.47%

LT ETW

&

LT ES

-3.47%

RT ES

4.00%

LT ETW

&

LT ES

102+02.64

EC

100+03.11

BC

& ES -4.00%

RT ETW

2.00%

& ES

RT ETW

& ES 2.00%

RT ETW 

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
HSR13-44

CV-T1038AS SHOWN

GRADE SEPARATION PROFILE

F STREET

FRESNO TO BAKERSFIELD

PROFILE

"F3" LINE

380390400410420

110+00 115+00 120+00

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

SR-204 SB OFF-RAMP

125+00

LOCALLY GENERATED ALTERNATIVE

10%-5%

-10%

0%5%

SUPERELEVATION DIAGRAM

V=50 MPH

V=30 MPH

F ST

CL

6

ELEV 406.24109+09.65 BB

ELEV 405.49110+86.67 EB

OG

ELEV406.49

BVC111+00.00

ELEV405.44

ELEV404.38

PRVC116+00.00

ELEV395.98

ELEV392.62

EVC118+00.00

ELEV394.62

ELEV396.04

67%

-0.42%

2.00% VC=500' SSD=476'

VC=200'

SSD=204'

GE PLAN

XX-XXXX

F ST UC

5'

-3.00%

CL

F ST

CL

18.7'MINCLR

17'CLR

PG

MUP1

PVI108+50.00

PVI113+50.00

PVI117+00.00

PVI118+71.34

PLANS

SEE BRIDGE

5.00%

112+31.19

112+91.19

114+31.19

115+94.16

117+68.54

118+71.34

R=140.00' RT

BC113+51.20

EC116+74.17

LT ETW & ES 2.00%

108+40.44

GOREPOINT

& ES -2.00%

RT ETW 

3.47%

LT ES

& ES 12.00%

LT ETW

& ES -3.47%

RT ETW

& ES -12.00%

RT ETW

109+09.65

110+86.67

108+59.68

111+36.67

-5.00%

RT ES

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
HSR13-44

CV-T1039AS SHOWN

GRADE SEPARATION PROFILE

F STREET

FRESNO TO BAKERSFIELD

PROFILE

"F4" LINE

380390400410420430440

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

115+00 120+00 125+00 130+00

SR-204 SB ON-RAMP

LOCALLY GENERATED ALTERNATIVE

10%

5%0%-5%

-10%

SUPERELEVATION DIAGRAM

V=30 MPH

V=45 MPH

V=35 MPH

OG

PG

Elev422.84

PVI127+00.4

0

BB123+53.86

ELEV418.28

SEE BRIDGE PLANS

BR NO 50-0505

CHESTER AVE UC WIDENING

ELEV392.79

EVC114+00.00

ELEV394.25

BVC119+10.00

ELEV401.74

ELEV403.79

EVC121+90.00

ELEV410.54

BVC123+04.98

ELEV416.08

ELEV423.79

EVC126+24.98

ELEV423.33

ELEV423.23

ELEV422.84

1.47%

4.82% -0.29% -0.93%

VC=200'

SSD=318'

VC=280'

SSD=418'

VC=320'

SSD=289'

ELEV 407.23121+14.01GORE POINT

PVI113+00.00

PVI120+50.00

PVI124+64.98

PVI126+57.63

PVI127+00.00

GOREPOINT

SEE BRIDGE PLAN

%

LT ES 2.00%

RT ETW -2.00%

113+02.73

RT ES -5.00%

113+52.73

114+80.25

115+43.25

LT ES 10.00%

RT ES & RT ETW -10.00%

116+48.25

119+74.04

RT ES -5.00%

120+79.04

RT ETW -2.00%

127+00.00

R=850.00' RT R=3000.00' RT

BC115+78.25

EC120+44.04

122+32.84

BC

123+99.94

EC

121+42.04

123+53.86

123+20.52

123+03.85

RT ETW -& RT ES 2.00%

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
HSR13-44

CV-T1040AS SHOWN

FRESNO TO BAKERSFIELD

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

430420410400390380370360

20+00 25+00 30+00

GRADE SEPARATION PROFILE

LOCALLY GENERATED ALTERNATIVE

"MUP1" LINE

MULTI-USE PATH 1

MULTI-USE PATH 1

V=20 MPH

SEE BRIDGE PLAN

BR NO XX-XXXX

F ST UC

PATH 2

MULTI-USE

CL

5'

CL

SEE BRIDGE PLANBR NO XX-XXXXNB ON-RAMP UC

2.5'

CLEAR=10.9'

VERT

PG

ESTATION FGLEV382.15

BVC18+50.00

ELEV381.64

ELEV381.12

EVC19+50.00

ELEV383.33

ELEV390.45

ELEV400.03

ELEV400.23

ELEV406.65

ELEV417.06

ELEV417.23

-1.04%

+4.43% +1.50%

+5.00% +1.50%

+5.00%

+1.50%

+4.94%

+1.50%

VC=100'

SSD=127'

ELEV406.84

PVI18+00.00

PVI26+83.81

PVI24+52.39

PVI24+65.33BB

PVI26+72.33EB

ON-RAMP

SR-204 NB

PVI21+22.72

ELEV390.63

OG

CLEAR=21.1'

VERT

PVI19+00.00

PVI21+10.69

PVI23+10.56

PVI23+24.06

CL

SR204

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

20

6

7

8912

1

110

6

7

8

9

1

110

95

100

105

1 2 3 4

6 7 8 9

1 2 3 4

6 7 8 9

1

110 1

1 2 3 41 2 3 4

10111

95 100

105

1 2 3 4 6 7 8 9 1 2 3 4

6 7 8 9

20 25

30 35

6

7

8

9 1 2 3 4 6 7

8

9

1 2 3 4 6 7

20

2

5

9

1

2 3

4

6

6850+00 6855+00 6860+00 6865+00

HSR13-44

CV-T1041

GRADE SEPARATION LAYOUT AS SHOWN

STATION ROADWAY

FRESNO TO BAKERSFIELD

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY M

A

T

C

H

L

IN

E

(C

V

-

T

1

0

4

2

)

LOCALLY GENERATED ALTERNATIVE

LINE DATA

1

BEARING

2

174.08'

DISTANCE

4

5

776.97'

189.47'

1138.73'

S46°32'52"E

N39°31'53"ES50°28'07"E

S50°28'07"E

NO.

6

7

8

9

10

11

12

S65°14'25"E 60.18'

S43°15'34"E 294.45'S74°18'54"E 183.38'

S12°39'23"W 41.11'

S49°38'53"E 773.22'S77°49'56"E 173.72'

S50°28'07"E 1593.29'

STATION RD 3

"ST3"LINE

"F

"

L

IN

E

F

S

T

"ST1" 81+74.08 BC

"ST1" 82+42.51 EC

"ST3" 43+10.15 POT

="F" 22+28.15 POT

"ST2" LINE

STATION RD 2

EP

EP

EP

EP

EP

EP

EP EP

EP

2

4

1 1

="ST1" 80+00.00 POT

"ST2" 11+89.47 POT

="ST2" 10+00.00 POT"ST3" 40+00.00 POT

60'

30'

30'

"MUP2" LINE 

7 BC

"MUP2" 17+80.04 EC

"MUP2" 18+21.15 BC

"MUP2" 19+10.20 EC

"MUP2" 26+83.54 BC

"MUP2" 27+46.01 EC

"MUP2" 29+19.73 BC

"MUP2" 29+80.38 EC

5

9

6

10

7

11

8 12

STATION RD 1

"ST1" LINE

5

FB LGA NB HSR •

FB LGA SB HSR •

"MUP1" 26+83.81 POT

="MUP2" 35+03.68 POT 

"MUP1" 20+92.98 EC

"MUP2" 35+35.20 BB

"MUP2" 36+73.70 EB

LENGTH

BEGIN END

LOCATION

NO.

F1R 25'

HEIGHT

MAX 

RETAINING WALL DATA

66.01' RT "F" 19+02.03 66.01' RT "F" 20+21.22 120'

14'

4

7

'

F1 R

RW NO

MULTI-USE PATH 2

"MUP1" 23+11.73 AP

"MUP1" 21+17.88 AP

"MUP1" 23+25.23 AP

"MUP1" 24+60.39 AP

SEE BRIDGE PLAN

BR NO XX-XXXX

PEDESTRIAN BRIDGE

SEE BRIDGE PLAN

BR NO XX-XXXX

PEDESTRIAN BRIDGE

MULTI-USE PATH 1

"MUP1" LINE

SAW CUT

CONTROL SITE PLANS

SEE AUTOMATIC TRAIN

S-INT-FST-H2

CONTROL SITE PLANS

SEE AUTOMATIC TRAIN

S-INT-FST-S-H1

SR-204

EMERGENCY GENERATOR2 EACH - 60 HP PUMPSPUMP STATION HOUSE* 15' X 10' REINFORCED CONCRETE

POND STATION

* PUMP 

POND 

RETENTION POND 

RETENTION 
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

120

125

1

2

3 4

6

115

120

125

2 3 4 6 7 8 9

1 2 3 4 6 7 8

2 115

120

3 4 6 7 8 9 1 2 3 4

3

20

1

21 2 3 4 65 6

45 6 7 8 9 50 1

1

85

90

6 7 8 9

2

3

7

9 40 1 2 3 4 45 6

7

8

9

40

1

2

3

85

90

1 2

3 4 6 7

8

9

1

2

40

9

30

35

9

1

2

3

4

6

7

8

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

TS

6

878+0

7.1

M8ATCHLINE(CV-T1041)

UPPR

"ST1"LINE

STATION RD 1

"ST1" 90+19.48 BC

"ST1" 92+14.79 EC

OT

T

EP

EP

EP

EP

2

5

EP

="ST3" 51+38.73 POT"ST1" 92+19.10 POT

E "MUP2" 45+73.67 BC

"MUP2" 45+19.27 EC

"MUP2" 46+64.77 BC

"MUP2" 46+80.48 EC

"MUP2" 47+41.63 BC

"MUP2" 49+35.01 EC

9

13 10

14

11

15

E

3

2

3

LINE DATA

R

CURVE DATA

BEARING

2

T L DISTANCE

5

3

776.97'

1138.73'

S46°32'52"E

S39°31'53"W

2 130.00' 86°04'46" 121.40' 195.31'

S50°28'07"E

NO. NO.

12

13

11

10

9

S50°28'07"E 1593.29'

127.00' 20°34'18" 23.05' 45.60'

14

15

S29°53'49"E 45.51'

10.00' 90°00'00" 10.00' 15.71'

N60°06'11"E 61.14'

372.50' 29°44'42" 98.92' 193.38'

N89°50'54"E 21.28'

177.31'

17

16

18

16

17

18

S50°28'07"E

S39°31'53"WS39°31'53"W

622.99'350.43'362.43'

19 20

21

22

23

12 13

15 16

17

14

12 332.50' 11°25'16" 33.25'

13 273.50' 11°25'16" 27.35'

14 3041.50' 01°46'02" 46.91'

15 500.00' 01°25'26" 6.21'

16 185.00' 72°37'23" 234.49'

17 400.00' 42°06'29" 293.97'

135.95'153.98'

66.28'54.52'93.81'12.43'

19

20

21

22

23

S50°28'07"E 207.93'S50°28'07"ES47°16'38"E 144.37'N60°05'59"E 109.88'S77°47'32"E

55.83'11.00'

5'

GHT

AX 

12

AS SHOWN

4

"ST6"LINE

STATION RD 6

3

5

'

36'

28'

3

2'

36' 36'

24'

RW NO F1R

T

2

"MUP2" 49+56.29 PI

T

T

"ST6" 39+96.06 POT

"ST1" 93+92.10 POT

T

"ST3" 48+82.39 POT

"ST4" 63+66.66 POT

"ST6" 41+94.56 POT

OT

OT

T

T

"32" 83+67.46 POT

="ST6" 43+58.49 POT

"32" 89+08.43 POT

="MUP2" 46+47.28 POT

="MUP2" 41+79.93 POT

="ST6" 41+69.06 POT

="ST4" 66+22.99 POT

FB LGA NB HSR •

FB LGA SB HSR •

"32" 82+07.93 BC

"32" 84+78.38 BC

"32" 86+35.18 BC

"32" 83+28.73 EC

"32" 84+90.80 EC

"32" 88+69.66 EC

"32" 92+73.52 EC

"32" 92+84.52 PI

"32" 82+74.21 PRC

"32" 83+84.56 AP

FRESNO TO BAKERSFIELD

HSR13-44CV-T1042 LOCALLY GENERATED ALTERNATIVE

GRADE SEPARATION LAYOUT

STATION ROADWAY

GOLDEN EMPIRE TRANSIT FIGURE 11FARSIDE TURNOUT (OPEN BUS BAY)

"32" 89+79.55 BC

14

'

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY 3

6

4'

0

'

1

2

'

11'TYP

SITE PLANTRAIN CONTROL 

SEE AUTOMATIC 

S-INT-FST-H3

SR-204

STATION* PUMP 

RETENTION POND 
HSR13-44

CV-T1043AS SHOWN

GRADE SEPARATION PROFILE

STATION ROADWAY

FRESNO TO BAKERSFIELD

LE

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

NE

90+00 95+00

390400410420430440450460

10+00 15+00

PROFILE

"ST2" LINE

LOCALLY GENERATED ALTERNATIVE

V=25 MPH

PG

EVC87+95.00

ELEV439.98

BVC90+65.00

ELEV426.48

ELEV423.98

EVC91+65.00

ELEV422.98

ELEV418.44

-5

.00%

-2.00%

'

VC=100'

SSD=280'

OG

STATION RD 3

CL

STATION RD 4

CL

PVI91+15.00P

VI93+92.10

PG

ELEV411.94

ELEV415.73

2.00%

OG

STATION RD 3

CL

STATION RD 1

CL

PVI10+00.00

PVI11+89.47

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
HSR13-44

CV-T1044AS SHOWN

GRADE SEPARATION PROFILE

STATION ROADWAY

FRESNO TO BAKERSFIELD

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

390400410420430

50+00 60+00 65+00 70+00

PROFILE

LOCALLY GENERATED ALTERNATIVE

"ST4" LINE

PG

OG

ELEV409.58

BVC60+27.50

ELEV409.03

ELEV407.78

EVC61+52.50

ELEV409.03

ELEV418.44

-2.00%

2.00% VC=125'

SSD=200'

V=25 MPH

CL

STATION RD 1

CL

STATION RD 6 CL

STATION RD 5

PVI60+00.00

PVI60+90.00

PVI66+22.99

V=25 MPH

PG

OG

V=25 MPH

BVC48+75.00

ELEV414.62

ELEV415.12

EVC49+25.00

ELEV415.95

BVC50+21.50

ELEV419.17

ELEV420.12

EVC50+78.50

ELEV420.69

ELEV421.90

%

3.34%

2.00%

VC=50'

SSD=204'

VC=57'

SSD=525'

CL

STATION RD 6

CL

STATION RD 1

PVI49+00.00

PVI50+50.00

PVI51+38.73

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
HSR13-44

CV-T1045AS SHOWN

GRADE SEPARATION PROFILE

STATION ROADWAY

FRESNO TO BAKERSFIELD

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

ILE

390400410420430

25+00 40+00 45+00

PROFILE

INE "ST6" LINE

LOCALLY GENERATED ALTERNATIVE

ELEV414.76

BVC40+81.00

ELEV413.15

ELEV412.35

EVC41+61.00

ELEV413.16

ELEV413.32

BVC42+36.53

ELEV411.97

EVC43+16.53

ELEV411.97

ELEV412.89

-2.00%

2.01%

-2.00% 2.00%

VC=80'

SSD=159'

SSD=160'

ELEV411.17

VC=80'

V=25 MPH

V=25 MPH

CL

STATION RD 3

STATION RD 4

CL

CL

PATH 2

MULTI-USE

32ND ST

CL

PVI40+00.00

PVI41+21.00

PVI42+76.53

PVI41+69.06

PVI43+62.43

PG

OG

CL

32ND ST

 2

USE

EVC22+50.00

ELEV409.95

BVC22+75.00

ELEV409.45

ELEV408.95

EVC23+25.00

ELEV408.92

ELEV408.88

1.99% -0.14% 

'

VC=50'

SSD=2559'

V=25 MPH

PVI23+00.00

PVI23+50.43

OG

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
PROFILE

360370

380390

400

410420

430440

450460

470

350

480

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1046

32ND STREET

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

32ND STREET

"32" LINE

LOCALLY GENERATED ALTERNATIVE

85+00 90+00 95+00

VIADUCTHSR 

-1.00%

GRADE SEPARATION PROFILE

15'

60'MINCLR•

CHESTER AVE

OG

PG

ELEV 468.8290+56.91 TORFB LGA SB C/L

•

STATION RD 6

•

MULTI-USE PATH 2

BVC83+25.00

ELEV412.82

ELEV413.43

EVC84+25.00

ELEV411.55

BVC88+29.65

ELEV396.32

ELEV394.84

ELEV394.76

EVC89+58.43

ELEV394.26

BVC91+36.75

ELEV390.70

ELEV389.70

EVC92+36.75

ELEV390.70

-3.76%

-2.00%

VC=100'

SSD=184'

VC=79'

SSD=182'

VC=50'

SSD=379'

VC=100'

SSD=178'

V=25 MPH

V=25 MPH

ELEV391.43

V=25 MPH

PRVC89+08.43

ELEV394.80

VPI92+73.10

2.00%

V=25 MPH

PVI83+75.00

PVI88+69.04

PVI89+33.43

PVI91+86.75

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
HSR13-44

CV-T1047AS SHOWN

FRESNO TO BAKERSFIELD

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

15+00 20+00

430420410400390380370360350

GRADE SEPARATION PROFILE

STATION MUP

"MUP2" LINE

25+00 30+00

MATCHLINE(CV-T1048)

LOCALLY GENERATED ALTERNATIVE

MULTI-USE PATH 2

V=20 MPH

V=20 MPH

V=20 MPH

2'-6"

PLAN

XXXX

AL BR

OG

PG

ELEV416.99

BVC17+55.00

ELEV408.79

ELEV404.79

EVC19+55.00

ELEV409.39

BVC20+00.00

ELEV411.46

ELEV416.06

EVC22+00.00

ELEV415.06

-4.00% 4.60%

-1.00%

VC=200'

SSD=185'

VC=200'

SSD=145'

VC=200'

SSD=237'

EVC16+50.00

ELEV412.99

-1.00%

ELEV414.22

15+11.50BB

ELEV414.10

16+15.92EB

PVI15+50.00

PVI18+55.00

PVI21+00.00

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
HSR13-44

CV-T1048AS SHOWN

FRESNO TO BAKERSFIELD

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

430420410400390380370360350

GRADE SEPARATION PROFILE

STATION MUP

"MUP2" LINE

35+00 40+00 45+00 50+00

LOCALLY GENERATED ALTERNATIVE

MULTI-USE PATH 2

18.6'

MINCLEAR

V=20 MPH

V=20 MPH

V=20 MPH

V=20 MPH V=20 MPH

V=20 MPH

V=20 MPH

ELEV415.

51

36+73.70EB

ELEV417.71

35+35.20BB

2'-6"

V=20 MPH

OG

ELEV416.05

ELEV418.80

EVC36+83.00

ELEV415.07

BVC37+20.00

ELEV413.23

ELEV411.24

EVC38+00.00

ELEV410.44

ELEV408.20

ELEV412.81

BVC42+25.00

ELEV411.15

ELEV410.15

EVC43+25.00

ELEV407.65

BVC45+60.00

ELEV395.90

EVC46+40.00

ELEV394.66

BVC46+72.27

ELEV394.30

ELEV393.80

PRVC47+22.27

ELEV393.72

EVC47+72.27

ELEV393.17

BVC48+76.29

ELEV391.19

ELEV390.43

EVC49+56.29

ELEV390.83

50%

-4.97%

-2.00% 2.00%

-2.00%

-5

.00%

1.90%

-2.00% -1.90%

VC=150'

SSD=193'

VC=80'

SSD=261'

VC=100'

SSD=178'

VC=100'

SSD=306' VC=80'

SSD=92'

VC=50'

SSD=172'

VC=50'

SSD=504'

VC=80'

SSD=275'

ELEV417.67

BVC35+33.00

ELEV409.20

BVC38+62.00

EVC39+62.00

ELEV409.20

PVI46+47.27

ELEV394.80

PVI47+47.27

ELEV393.64

CL

PATH 1

ULTI-USE 

F ST

CL

STATION RD 5

CL

STATION RD 6

CL

32ND ST

CL

CHESTER AVE

CL

PVI36+08.00

PVI37+60.00

PVI39+12.00

PVI41+42.04

PVI42+75.00

PVI46+00.00

ELEV393.90

PVI46+97.27

PVI49+16.29

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
HSR13-44

CV-T1049AS SHOWN

GRADE SEPARATION PROFILE

FRESNO TO BAKERSFIELD

PROFILE

350360370380390400410420430440450460350360370390400410420430440450460

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

LOCALLY GENERATED ALTERNATIVE

15+00 20+00 25+00 30+00

"GO" LINE

GOLDEN STATE AVENUE SOUTH FRONTAGE

GOLDEN STATE AVENUE SOUTH FRONTAGE

BVC20+36.03

ELEV402.04

ELEV401.55

EVC22+36.03

ELEV399.55

BVC22+98.93

ELEV398.29

ELEV394.29

EVC26+98.93

ELEV398.29

ELEV400.63

-0.48%

-2.00% 2.00%

VC=200'

SSD=539'

VC=400'

SSD=444'

V=35 MPH

V=35 MPH

PVI21+36.03

PVI24+98.93

PVI28+15.50

CL

30TH ST

OG 

PG 

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

1

90

7

8

9

2

20

25

30 35

7

8

9 1 2 3 4

6

7

8

9

1 2 3 4 6

2

0

2

5

7

8

9

1

2

3

4

6

40

20 9 1 2

2

0

2

5

7

8

9

1

2

3

4

6

7

8

9

3

HSR13-44

CV-T1050

AS SHOWN

GRADE SEPARATION LAYOUT

34TH STREET

FRESNOTOBAKERSFIELD

100 0 100 200

1"=100' HOR

SCALE APPLICABLE FOR FULL SIZE ONLY 

LOCALLY GENERATED ALTERNATIVE

"34"LINE

"C

H

E

"

L

INE

"K

"

L

IN

E

4

5

3

8

6

7

UPPR

CONFORM

2

EP EP

EP

EP EP

EP

EP

EP

CONFORM"CHE" 19+00.00

61.05 EC

1 EP

3

"34" 23+71.82 BC

"34" 25+16.49 EC

"34" 30+90.17 EC

CONFORM"34" 31+00.00

"CHE" 20+94.34 BC

2

4

CONFORM"CHE" 26+00.00

WAY ROW

ROADWAY ROW

ROADWAY ROW

CONFORM"K" 24+00.00

CONFORM"K" 20+00.00

EP

EP EP

"34" 29+05.29 BC

34TH ST

L

S

T

K

S

T

M

S

T

36TH ST

33RD ST

"MUP3" 21+30.11 EC

A

V

E

C

H

E

S

T

E

R

CONFORM 

9

"CHE" 27+47.55 BC

5

3

8

'

3

0

' 4

2'

44

'

20'

20'

20'

20'

41' 39'

"34" 23+30.05 POT

="CHE" 22+37.92 POT

"34" 26+89.48 POT

="K" 22+10.03 POT

NO.340

RET WALL

NO.341

RET WALL

NO.342

RET WALL

"34" 16+85.88 BB

CONFORM

CONFORM

CONFORM 

CONFORM 

CONFORM 

CONFORM 

CONFORM 

CONFORM 

"K" 16+00.00 POT"K" 26+30.97 POT

"CHE" 16+72.76 POT

47'

53'

30'

24'

24

'

ATH 3

"LINE

4

1

'

12'

="34" 22+41.19 42' Lt

"MUP3" 22+61.19 POT

"34" 36+21.34 POT

"ST1"

LINE

6'

7

'

7

'

7

'

6'

10'

6

'

10'

10'

6' 6'

FILL

TOE OF

FILLTOE OF 
GRADE SEPARATION PROFILE

34TH STREET

FRESNO TO BAKERSFIELD

E

400410420430440

25+00 30+00

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

T

LOCALLY GENERATED ALTERNATIVE

PROFILE

"MUP3" LINE

MULTI-USE PATH 3

15+00 20+00 25+00

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T1051 LOCALLY GENERATED ALTERNATIVE

GRADE SEPARATION PROFILE

34TH STREET

V=45 MPH

CL

L ST

BVC26+50.00

ELEV407.49

ELEV406.07

EVC28+50.00

ELEV406.37

ELEV407.12

-1.42%

0.30%

VC=200'

SSD=499'

ELEV 406.9926+89.48 SL

67

SL

K ST

CL

PVI27+50.00

PVI31+00.00

ELEV439.09

ELEV436.52

ELEV433.93

ELEV431.35

ELEV428.76

ELEV426.19

ELEV423.60

ELEV421.02

ELEV418.43

ELEV415.34

-5

.00% -1.50%

-7.50%

0.00%

PVI18+65.00

ELEV436.59

PVI19+03.33

ELEV434.02

PVI19+59.33

ELEV431.43

PVI19+97.67

ELEV428.85

PVI20+53.67

ELEV426.26

PVI20+92.00

ELEV423.69

PVI21+48.00

ELEV421.10

PVI22+54.14

ELEV415.34

ELEV418.52

PVI21+86.33

-5

.00%

-5

.00%

-5

.00%

-5

.00%

-1.50%

-1.50%

-1.50%

-7.50%

-7.50%

-7.50%

OG

PG

AVE

CHESTER

CL

PVI18+15.00

PVI18+70.00

PVI19+09.33

PVI19+64.33

PVI20+03.67

PVI20+58.67

PVI20+98.00

PVI21+53.00

PVI21+92.33

PVI22+61.19

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
PROFILE

"CHE" LINE

370380390400410420430

20+00 25+00 30+00

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

HSR13-44

CV-T1052AS SHOWN

GRADE SEPARATION PROFILE

CHESTER AVENUE

FRESNO TO BAKERSFIELD

CHESTER AVENUE

LOCALLY GENERATED ALTERNATIVE

PG

OG

V=40 MPH

V=40 MPH

•

34TH ST

BVC19+00.00

ELEV409.62

ELEV409.82

EVC19+80.00

ELEV410.30

BVC21+55.00

ELEV412.40

ELEV414.63

EVC25+25.00

ELEV402.92

ELEV398.17

1.20%

-6

.33%

VC=80'

SSD=491'

VC=370'

SSD=326'

PVI19+40.00

PVI23+40.00

PVI26+00.00

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
HSR13-44

AS SHOWN

GRADE SEPARATION PROFILE

K STREET

FRESNO TO BAKERSFIELD

CV-T1053

PROFILE

"K" LINE

380390400410420

20+00 25+00 30+00

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

K STREET

LOCALLY GENERATED ALTERNATIVE

OG

V=35 MPH V=35 MPH

PG

•

34TH ST

ELEV406.39

BVC20+83.83

ELEV405.84

ELEV405.54

EVC21+63.83

ELEV406.22

ELEV406.99

BVC22+55.77

ELEV405.99

ELEV405.11

EVC23+35.77

ELEV405.35

ELEV405.77

-0.74% 1.68%

-2.19%

0.58%

VC=80'

SSD=442'

VC=80'

SSD=303'

PVI20+08.36

PVI21+23.83

PVI22+10.04

PVI22+95.77

PVI24+08.36

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27049\BFSSA-CV-T7001.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 1:03:40 PM 11/4/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

POT

58

23+00 24+00 25+00 26+00 27+00 28+00

5883+00

5884+00

5885+00

3 4 25 6 7 8

882+00

883+00

884+00

1

2

NOTES

PROFILE GRADE

NO SCALE

1

TO FRESNO POPLAR AVE

EX

BNSF

ROW

TYPICAL SECTION

SCALE: 1"=10'

DATUM ELEV = 300.00

•

HST

SB

•

HST

NB

D

R

A

WIN

G

N

O.T70

02

M

A

T

C

H

LIN

E ST

A 28+30.0

0

D

R

A

WIN

G

N

O.T70

02

M

A

T

C

H

LIN

E ST

A 28+30.0

0

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

TRACK STRUCTURES / ROADWAY

M. GOLJI

P. ZUCCHI

K. PIRBAZARI

ABUT 1 BENT 2

1

3

7

PARTIAL ELEVATION

SCALE: 1"=30'

PARTIAL PLAN

SCALE: 1"=30'

4

3

"PO" LINE

PG

"PO" LINE

K. PIRBAZARI

10/28/2016

NOTE: ALL PILES NOT SHOWN

EX

BNSF

ROW

3

4

3

1

CV-T7001

4:1 4:1

VC=1900.00' R/C=-0.53%/STA

RETAINING WALL

BB "PO" LINE 24+99.82

ELEV 391.38

1'-6" 1'-6"

FILL

TOP OF

BB

5

TOR

-2%

"B-T" GIRDER (TYP)

PC/PS CONCRETE

5

5

42'-0"

BVC 17+00.00 EVC 36+00.00

+5.00%

-5.00%

LOCALLY GENERATED ALTERNATIVE

2:1

BNSF

ML2

FUTURE

BNSF

BNSF

ML1

• SB

HST

• NB

HST

RO

BN

W

SF

EX

27'-2"

-2% TYP

BRIDGE

BEYOND

MEDIAN

95'-0"

17'-6" 24'-6"

(TYP)

6'-0"

30'-0"

4 EQ. SPACES 

12'-0" 12'-0"

SHLD

4'-0"

SHLD

4'-0"

6'-0"

1'-0"

PROPOSED STRUCTURE

42'-0"

FUTURE

11'-0"

FUTURE STRUCTURE

42'-0"

FUTURE • POPLAR AVE

BY OTHERS

FUTURE

14'-0"

PG

FUTURE

-2% -2%

7

2

BY OTHERS

STRUCTURE

FUTURE

2 3

2

2

FILL

TOP OF

POPLAR AVENUE OVERHEAD

DRAFT GENERAL PLAN NO. 1

ELEV 368.19 ELEV 368.16

MIN CLR

•

LEAD

MOIF YARD

• MOIF

YARD

LEAD

SPAN 2 

200'-0"

SPAN 1 

206'-10"

CLR

28'-6"

CLR

31'-0"

1 3

6

6

EAST SIDE ONLY

WING WALL

AT BENT 2

OBLONG COLUMNS

2- 8'-3" x 5'-6"

OVAL COLUMN (TYP)

1- 8'-3" x 5'-6"

TOTAL LENGTH OF BRIDGE = 692'-10" MEASURED ALONG "PO" LINE

ALONG "PO" LINE

APPROX OG 

TOE OF FILL HSR ROW

HSR ROW

8

3 8

HEIGHT OF FENCE ON BARRIER OVER BNSF ROW

MODIFIED FOR A 10'-0" MINIMUM COMBINED

CALTRANS CHAIN LINK RAILING TYPE 7 (MOD)

AR FENCE WITH SOLID PLATE OVER HST

CRASH CUSHION, SEE ROADWAY PLANS

CALTRANS STRUCTURE APPROACH TYPE N (30S)

MGS, SEE ROADWAY PLANS

CALTRANS CHAIN LINK RAILING TYPE 7

CALTRANS CONCRETE BARRIER TYPE 736 (MOD)

CALTRANS CONCRETE BARRIER TYPE 26 (MOD)

1 8

2 8

8'-6'

APPROX OG (TYP)

ARTICULATION

INTEGRAL
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27049\BFSSA-CV-T7002.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 1:22:54 PM 10/27/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

885+00

29+00 30+00 31+00 32+00 33+00

9 30 1 2 3

PROFILE GRADE

NO SCALE

1

POPLAR AVE

DATUM ELEV = 300.00

D

R

A

WIN

G

N

O.T70

01

M

A

T

C

H

LIN

E ST

A 28+30.0

0

D

R

A

WIN

G

N

O.T70

01

M

A

T

C

H

LIN

E ST

A 28+30.0

0

AS SHOWN

EX

BNSF

ROW

TO BAKERSFIELD

SR-43

•

SR43

FRESNO TO BAKERSFIELD

HSR13-44

TRACK STRUCTURES / ROADWAY

M. GOLJI

P. ZUCCHI

K. PIRBAZARI

PARTIAL ELEVATION

SCALE: 1"=30'

PARTIAL PLAN

SCALE: 1"=30'

TO

SHAFTER

TO

WASCO

1

NOTES

"PO" LINE

K. PIRBAZARI

NOTE: ALL PILES NOT SHOWN

10/28/2016

EX

BNSF

ROW

3 4

3

1 3

FUTURE

BNSF

ETW

CV-T7002

VC=1900.00' R/C=-0.53%/STA

4:1

4:1

SPAN 2

200'-0"

SPAN 3

166'-0"

SPAN 4

120'-0" 35'-0"

"SR-43" LINE

EB "PO" LINE 31+92.65

TOP OF FILL

TOE OF FILL

EB

ALONG "PO" LINE

APPROX OG 5

5

BVC 17+00.00

+5.00%

EVC 36+00.00

-5.00%

LOCALLY GENERATED ALTERNATIVE

BNSF

ML2

BNSF

ML1

2:1

2:1

EX

BNSF

ROW

TOR

•

ML2

BNSF

•

ML1

BNSF

BY OTHERS

STRUCTURE

FUTURE

2

2

2

3

4

TOP OF FILL

POPLAR AVENUE OVERHEAD

DRAFT GENERAL PLAN NO. 2

CLR

25'-10"

ELEV 384.15

ELEV 368.19 ELEV 368.16

BENT 3 BENT 4

ABUT 5

CLR

15'-11"

30'-4"

MIN CLR

5

6

MIN

C

L

R

31'-11"

6

RETAINING WALL

WING WALL (TYP)

MGS

TOTAL LENGTH OF BRIDGE = 692'-10" MEASURED ALONG "PO" LINE

7

7 3

HEIGHT OF FENCE ON BARRIER OVER BNSF ROW

MODIFIED FOR A 10'-0" MINIMUM COMBINED

CALTRANS CHAIN LINK RAILING TYPE 7 (MOD)

CRASH CUSHION, SEE ROADWAY PLANS

CALTRANS STRUCTURE APPROACH TYPE N (30S)

MGS, SEE ROADWAY PLANS

CALTRANS CHAIN LINK RAILING TYPE 7

CALTRANS CONCRETE BARRIER TYPE 736 (MOD)

CALTRANS CONCRETE BARRIER TYPE 26 (MOD)

1 7

2 7
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27049\BFSSA-CV-T7003.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 1:17:58 PM 10/27/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

1068+00 1069+00 1070+00

PLAN

SCALE: 1"=30'

ELEVATION

SCALE: 1"=30'

PROFILE GRADE

NO SCALE

17+00 18+00 19+00 20+00

SPAN 2

155'-0"

SPAN 1

140'-0"

ABUT 1

BENT 2 BENT 3

BB

APPROX OG

DATUM ELEV 300.00

16+00 17+00 18+00 19+00 20+00

ELEV 383.53

ELEV 360.82

EVC 26+68.00

VC=1866'

AS SHOWN

10/28/2016

FRESNO TO BAKERSFIELD

HSR13-44

CV-T7003

TRACK STRUCTURES / ROADWAY

T. KIRILOV

A. TOLEDO

S. DULOR

TOE OF FILL

TOP OF FILL

16+00 21+00 22+00 23+00 24+00

21+00 22+00 23+00 24+00

BENT 4

ABUT 5

SPAN 4

150'-0"

SPAN 3

200'-0"

MEASURED ALONG "RIV" LINE EB

645'-0"

7 2

FG

FG

1

NOTES

2

3

4

EXIST CALTRANS ROW

EXIST CALTRANS/BNSF ROW

4 4

STREET

RIVERSIDE

TOE OF FILL

TOP OF FILL

TOP OF FILL

ELEV 374.10

+5.00%

R/C = -0.5316%/STA -4.92%

S. DULOR

VALLEY

HWY

S

CENTRAL

BNSF ROW

EXIST

BNSF ROW

PROPOSED 

CITY ROW

EXIST 

1 3

2 3

(BNSF ML2)

 • TRACK

LINE (• TRACK)

"BNSF ML1"

"RIV" 20+39.17

"BNSF ML1" 1068+84.99

TRACKS

• BNSF 

DRAFT GENERAL PLAN

"RIV" LINE

BB "RIV" LINE 16+94.93

EB "RIV" LINE 23+39.93

30 0 30 60

1"=30' 

SCALE APPLICABLE FOR FULL SIZE ONLY

 

BNSF TRACK

 • FUTURE

TRACKS 1 TO 3

 • BNSF STORAGE 

LOCALLY GENERATED ALTERNATIVE

RIVERSIDE STREET OVERHEAD

2:1

2:1

2:1

2:1

TOE OF FILL TOE OF FILL

ABUT FTG (TYP)

6

5

6

5

5

6

5

ELEV 360.06

BVC 8+02.00 

CLR

MIN VERT 

25'-4"

HEIGHT OF FENCE ON BARRIER OVER BNSF ROW

MODIFIED FOR A 10'-0" MINIMUM COMBINED

CALTRANS CHAIN LINK RAILING TYPE 7 (MOD)

CRASH CUSHION, SEE ROADWAY PLANS

MGS, SEE ROADWAY PLANS

CALTRANS STRUCTURE APPROACH TYPE N (30S)

CALTRANS CHAIN LINK RAILING TYPE 7 

CALTRANS CONCRETE BARRIER TYPE 736 (MOD)

CALTRANS CONCRETE BARRIER TYPE 26 (MOD)

7

3

3

2 7 2 3

2 1 7 1 3
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27049\BFSSA-CV-T7004.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 1:18:57 PM 11/4/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

AS SHOWN

10/28/2016

FRESNO TO BAKERSFIELD

HSR13-44

CV-T7004

TRACK STRUCTURES / ROADWAY

T. KIRILOV

A. TOLEDO

S. DULOR

TYPICAL SECTION

SCALE: 1"=10'

13

23

-2%

(TYP)

WIDE-FLANGE GIRDER

PC/PS CONCRETE

APPROX OG

CIDH (TYP)

9'-0" DIA

COLUMN (TYP)

7'-0" DIA

-2%

BRIDGE

BEYOND

MEDIAN

FUTURE • RIVERSIDE STREET

-2% -2%

1

NOTES 23

PG

FUTURE

PG

S. DULOR DRAFT TYPICAL SECTION

BY OTHERS

"RIV" LINE

LOCALLY GENERATED ALTERNATIVE

14'-0"

FUTURE

CALTRANS CHAIN LINK RAILING TYPE 7 

CALTRANS CONCRETE BARRIER TYPE 736 (MOD)

CALTRANS CONCRETE BARRIER TYPE 26 (MOD)

2

RIVERSIDE STREET OVERHEAD

1'-0" 1'-6" 1'-6"

SHLD

4'-0"

SHLD

4'-0"

95'-0"

FUTURE STRUCTURE

42'-0"

FUTURE

11'-0"

PROPOSED STRUCTURE

42'-0"

24'-6" 17'-6"

6'-0" 12'-0" 12'-0" 8'-0"

= 30'-0"

3 EQ. SPACES 

(TYP)

6'-0"

(TYP)

ARTICULATION

INTEGRAL 
NO SCALE

SCALE: 1" = 40'

SCALE: 1" = 40'

APPROX OG

AS-SHOWN

HSR13-44

CV-T7005

FRESNO TO BAKERSFIELD

ELEV 500.92

109+00.00 BVC

PLAN

ELEVATION

LOCALLY GENERATED ALTERNATIVE

BENT 3 BENT 4

BENT 5 BENT 6 BENT 7

PROFILE GRADE

1

1

0

'-

5

"

476.92

+00.00 BVC

ELEV 512.92

115+00.00 EVC 6.00%

TRACK STRUCTURES / ROADWAY

7TH STANDARD VIADUCT

1

SPAN 7

120'-0"

SPAN 6

120'-0"

SPAN 5

120'-0"

SPAN 4

120'-0"

SPAN 3

120'-0"

EDGE OF DECK

EDGE OF DECK

12

DRAWINGNO.(T7006)

MATCHLINE(111+00.000)

DRAWINGNO.(T7006)

MATCHLINE(111+00.000)

(TYP)

COLUMN

7'-0" DIA

(TYP)

CIDH

9'-0" DIA

1

2

TOP OF DECK

(TYP)

CASING

ISOLATION 

DRAFT GENERAL PLAN NO. 1

NOTES:

PROPOSED CITY ROW

1 2

2 3

RD ROAD

3

VC = 600.00' R/C = -0.013%/STA

MEASURED ALONG "7TH" LINE

TOTAL LENGTH OF BRIDGE = 2482'-0"

4

OF BENT CENTERLINE AND "7TH" LINE.COLUMNS SHOWN AT INTERSECTIONALL COLUMNS NOT SHOWN.NOTE:

CALTRANS STRUCTURE APPROACH TYPE N (30S)CALTRANS CONCRETE BARRIER TYPE 26 (MOD)CALTRANS CHAIN LINK RAILING TYPE 7CALTRANS CONCRETE BARRIER TYPE 736 (MOD)

6 7 8 9 110+00 1

6593+00

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

6593+00

6 7 8 9 110 1
NO SCALE

SCALE: 1" = 40'

SCALE: 1" = 40'

EDGE OF DECK

DATUM ELEV 400.00

APPROX OG

AS-SHOWN

HSR13-44

CV-T7006

FRESNO TO BAKERSFIELD

ELEV 500.92

109+00.00 BVC

25'-5"

40 0 40 80

1"=40'

SCALE APPLICABLE FOR FULL SIZE ONLY

 

PLAN

ELEVATION

LOCALLY GENERATED ALTERNATIVE

TOP OF DECK

BENT 9

PROFILE GRADE

-2.00%

TRACK STRUCTURES / ROADWAY

7TH STANDARD VIADUCT

128'-0"

BENT 10 BENT 11

BENT 12

BENT 13 BENT 14

UPRR • 

NB 

UPRR • 

 SB

ELEV 512.92

115+00.00 EVC

ELEV 496.92

123+00.00 EVC

DRAFT GENERAL PLAN NO. 2

T. KIRILOV

S. DULOR

S. DULOR

1

SPAN 14

135'-0"

D

R

A

WIN

G

N

O.(T70

05)

M

A

T

C

H

LIN

E (111+

0

0.0

0

0)

D

R

A

WIN

G

N

O.(T70

07)

M

A

T

C

H

LIN

E (121+

0

0.0

0

0)

BENT 8

• HINGE

• HINGE

EDGE OF DECK

• HINGE

CASING (TYP)

ISOLATION 

CIDH (TYP)

9'-0" DIA

COLUMN (TYP)

7'-0" DIA

• HINGE

1

2

3

"7TH3" LINE

"GSHF" LINE

LINE

"7TH2"

2 1

3

2

K. BERRY

D

R

A

WIN

G

N

O.(T70

07)

M

A

T

C

H

LIN

E (121+

0

0.0

0

0)

D

R

A

WIN

G

N

O.(T70

05)

M

A

T

C

H

LIN

E (111+

0

0.0

0

0)

2 3

1 5

NOTES:

45'-2"

30'-0" 4

27'-4" MIN

MIN

54'-8"

"GSHF" RAMP

4

"7TH"LINE

7TH STANDARD ROAD

VC = 600.00' R/C = -0.013%/STA

"7TH" 112+22.10

MEASURED ALONG "7TH" LINE

TOTAL LENGTH OF BRIDGE = 2482'-0"

"FB

LGA" LINE

"FB LGA" 6595+00.53

EXIST CT/UPRR ROW

EXIST UPRR ROW

ELEV 499.62

BB "7TH2" LINE 291+93.74

ELEV 501.16

BB "7TH3" LINE 292+90.19

ELEV 500.87

BB "GSHF" LINE 35+63.55

10/28/2016

OF BENT CENTERLINE AND "7TH" LINE.

COLUMNS SHOWN AT INTERSECTION

ALL COLUMNS NOT SHOWN.

NOTE:

SPAN 13

135'-0"

SPAN 12

135'-0"

SPAN 11

150'-0"

SPAN 10

185'-0"

SPAN 9

141'-0"

SPAN 8

170'-0"

SPAN 7

120'-0"

5

5

2 3

1 2

3

2

UPRR ROW

OF FENCE ON BARRIER OVER 

10'-0" MINIMUM COMBINED HEIGHT

TYPE 7 (MOD) - MODIFIED FOR A 

CALTRANS CHAIN LINK RAILING

OVER HST

AR FENCE WITH SOLID PLATE

TYPE 26 (MOD)

CALTRANS CONCRETE BARRIER

TYPE 7

CALTRANS CHAIN LINK RAILING

TYPE 736 (MOD)

CALTRANS CONCRETE BARRIER 

2 3 2 5

1 2

1 2

HST VIADUCT

COFFEE RD

1 2 3 4 115+00 6 7 8 9 120+00 1

6594+00

6595+00

6596+00

DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27049\BFSSA-CV-T7006.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 2:37:48 PM 10/27/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN 6

RECORD SET

6

6594+00

6596+00

115

120

1 2

3

4

6 7 8 9

1

1

3

2

4

295

3

5

4
NO SCALE

SCALE: 1" = 40'

SCALE: 1" = 40'

APPROX OG

AS-SHOWN

HSR13-44

CV-T7007

FRESNO TO BAKERSFIELD

PLAN

ELEVATION

LOCALLY GENERATED ALTERNATIVE

TOP OF DECK

EB

PROFILE GRADE

TRACK STRUCTURES / ROADWAY

7TH STANDARD VIADUCT

ELEV 484.52

127+00.00 EVC

ELEV 467.72

131+00.00 BVC

T 17 BENT 18

BENT 19

ABUT 20

ABUTMENT FOOTING

DRAFT GENERAL PLAN NO. 3

WINGWALL

CASING (TYP)ISOLATION

120'-0"

SPAN 19

143'-6"

SPAN 18

137'-6"

SPAN 17

9 ELEV 478.68

8

'-

5

"

NOTES:

1

1 2

2 3 -4.201%

= -0.0055%/STA

COLUMN (TYP)7'-0" DIA 

CIDH (TYP)9'-0" DIA 

"7TH"LINE

7TH STANDARD ROAD

TH4"

LINE

ED ALONG "7TH" LINE

GTH OF BRIDGE = 2482'-0"

"7TH5"

LINE

B" 299+19.82

25+36.51

SR-99

NB

SR-99

SB

"SR99SB"

LINE

"SR99NB"

LINE

"7TH1"LINE

"7TH5"LINE

EB "7TH" LINE 128+38.95

4

4

4

17'-2" MIN

FG

5

OF BENT CENTERLINE AND "7TH" LINE.COLUMNS SHOWN AT INTERSECTIONALL COLUMNS NOT SHOWN.NOTE:

CALTRANS APPROACH SLAB TYPE N (30S)

MGS, SEE ROADWAY PLANS

CALTRANS CONCRETE BARRIER TYPE 26 (MOD)

CALTRANS CHAIN LINK RAILING TYPE 7

CALTRANS CONCRETE BARRIER TYPE 736 (MOD)

2

3

4

5

125+00 6 7 8 9 130+00

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

125

130

6

7

8

9

1

2

300

1

2

3

300

9

1

300

300

9

1

2

1

2

300

8

9

1

2

300

8

9

1
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27049\BFSSA-CV-T7008.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 1:22:56 PM 11/4/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

AS SHOWN

K. BERRY

CV-T7008

FRESNO TO BAKERSFIELD

TRACK STRUCTURES / ROADWAY

HSR13-44

LOCALLY GENERATED ALTERNATIVE

TYPICAL SECTION AT BENTS 2-11 AND 16-19

SCALE: 1"=10'

7TH STANDARD VIADUCT TYPICAL SECTION AT BENTS 12-15

SCALE: 1"=10'

"7TH2" and "7TH4" SR-99 SB ON-RAMPS TYPICAL SECTION

SCALE: 1"=10'

"7TH3" SR-99 SB OFF-RAMP and "GSHF" RAMP TYPICAL SECTION

SCALE: 1"=10'

"7TH4" SR-99 SB ON-RAMP SIMILAR

"7TH2" SR-99 SB ON-RAMP SHOWN,

"7TH3" SR-99 SB OFF-RAMP SIMILAR

"GSHF" RAMP SHOWN,

T. KIRILOV

S. DULOR

S. DULOR

7TH STANDARD VIADUCT

DRAFT TYPICAL SECTIONS

MEDIAN

PG

-2% -2%

PG

-2% -2% -2%

MEDIAN

PG

"7TH" LINE 2

3

2

-2% -2% 1

APPROX OG

GIRDER (TYP)

WIDE-FLANGE

PC/PS CONC 

2

1

3

NOTES:

"7TH" LINE

GIRDER

CONC BOX

CIP REINF

APPROX OG

APPROX OG

APPROX OG (TYP)

COLUMN

5'-0" DIA

(TYP)

CIDH

7'-0" DIA

(TYP)

CIDH

7'-0" DIA

(TYP)

COLUMN

5'-0" DIA

GIRDER

CONC BOX

CIP REINF

GIRDER

CONC BOX

CIP REINF

"7TH2" LINE

"GSHF" LINE

2

1

2

3

2

3

2

3

(TYP)

COLUMN

7'-0" DIA

CIDH (TYP)

9'-0" DIA

2

1

(TYP)

(TYP)

+2%

3 1

(TYP)

COLUMN

7'-0" DIA

CIDH (TYP)

9'-0" DIA

5'-0"

1'-6"

SHLD

4'-0"

98'-5" MIN

128'-0" MAX

6'-0" 11 GIRDERS AT EQUAL SPACING

1'-6"

8'-0"

1'-0" 1'-6" 1'-6"

1'-0"

6'-0"

8'-0"

1'-0" 1'-6"

5'-0"

10/28/2016

 COLUMNS

NUMBER OF

BENTS 10-11 5

BENTS 2-9 4

BENTS 16-19 4

LOCATION

 BENT

OTHER BENTS SIMILAR

BENT 11 SHOWN,

NOTE:

OTHER BENTS SIMILAR

BENT 15 SHOWN,

 COLUMNS NOTE:

NUMBER OF

BENT 15 6

LOCATION

 BENT

BENTS 12-14 5

1

1

8'-0"

SHLD

60'-0" MAX 8'-0"

SHLD

26'-0" MAX

2'-0" MIN

TW

36'-0" MIN

36'-0" MAX

TW

24'-0" MIN

6'-2"

129'-3" MAX

121'-3" MIN

8'-0"

SHLD

8'-0"

SHLD

48'-0" MAX

TW

36'-0" MIN

14'-0" MAX

2'-0" MIN

64'-0" MAX

TW

36'-8" MIN

8'-0"

SHLD

8' MAX

SHLD

4' MIN

12'-0" MAX

TW 

8'-0" MIN

24'-2" MAX

TW

24'-0" MIN

SHLD

8'-0"

12'-0" MIN

18'-0" MAX

6'-6" MIN

28'-6" MAX

6'-6" MIN

16'-6" MAX

"7TH3" OFF-RAMP 50'-10" TYPICAL AND 112'-6" MAX AT HINGE SEAT

"GSHF" RAMP 61'-2" TYPICAL AND 169'-0" MAX AT HINGE SEAT

"7TH2" ON-RAMP 33'-0" TYPICAL AND 80'-3" MAX AT HINGE SEAT

"7TH4" ON-RAMP 26'-0" TYPICAL

CALTRANS CONCRETE BARRIER TYPE 736 (MOD)

CALTRANS CHAIN LINK RAILING TYPE 7

CALTRANS CONCRETE BARRIER TYPE 26 (MOD)

(TYP)

ARTICULATION

INTEGRAL
R 5

ABUT 6

92+00

ABUTMENT 6 SHOWN, ABUTMENT 1 SIMILARNOTE:

8'-0"

4

'-

0

"

92+00

92+00

1

2

EXISTING

35'-7"±

3

EXIST SLOPE

EXIST SLOPEMATCH

EB

7

P)

W

±

(TYP)

ELEV 422.11

STEEL GIRDERSNON-COMPOSITEEXIST

45'-7"±

(TYP)

8

INCLUDED DUE TO RETROFIT IN 1998.SEISMIC RETROFIT CURRENTLY NOTNOTE:

HSR13-44

FRESNO TO BAKERSFIELD

AS SHOWN

TRACK STRUCTURES / ROADWAY

DRAFT GENERAL PLAN

AS SHOWN

TRACK STRUCTURES / ROADWAY

DRAFT GENERAL PLAN

CARRIER CANAL BRIDGE (WIDEN)

AS SHOWN

TRACK STRUCTURES / ROADWAY

CARRIER CANAL BRIDGE (WIDEN)

2

3

4

5

1

697

UBMISSION

EPD DESIGN

DRAFT

OGAPPROX

CIDH (TYP)3'-6" DIA 

CIDH (TYP)5'-0" DIA 

FILLTOE OF

FILLTOE OF

FILLTOP OF

FILLTOP OF

FILLTOE OF

NOTES:

3

8

CL

"SR204" LINE

11

10

10

9

4

ROADWAY PLANSMGS, SEE

"F2" LINE

EB "SR204" 91+75.94

10 11

H SIDE)

6 

CV-T7009 LOCALLY GENERATED ALTERNATIVE

5

TYP

5

SHLD

SCALE: 1"=10'

TYPICAL ABUTMENT SECTION

SCALE: 1"=10'

TYPICAL PIER SECTION - PARTIAL

CIDH (TYP)3'-6" DIA 

CIDH (TYP)5'-0" DIA 

4

'-

0

"

7

(TYP)

34

5

LANE

12'-0"

LANE

12'-0"

SHLD

8'-0"

6

COLUMN (TYP)1'-2" SQUAREEXIST

FROM THE ORIGINAL)DIFFERENTIATED SIMILAR TO, BUT (FLUTED DESIGNCOLUMN (TYP)3'-0" SQUARE

12

12

12

40'-4"±

EXISTING

10'-4" @ ABUT 1

14'-3" @ ABUT 6

5'-5"±

5'-5"±

NING

THE TREATMENT OF HISTORIC PROPERTIES AND TO BE CONSISTENT WITH THE SECRETARY OF THE INTERIOR'S STANDARDS FORDETAILS FOR SURFACING OF THE EXTERIOR SIDE OF THE CONCRETE BARRIER TBDRECONSTRUCT EXISTING BARRIEREXISTING CONCRETE BARRIERFULL PREP AND PAINT OF EXISTING STEEL ELEMENTSINSPECTION. APPLY METHACRYLATE DECK TREATMENT AFTER REMOVAL OF AC.PERMANENTLY REMOVE AC ON ENTIRE DECK TO ALLOW FOR DECKCOMPOSITE STEEL GIRDERSCABLE RAILINGWEB STIFFENERSSIMILAR TO EXISTING CURVE AT SOUTH END OF BRIDGEON TOP OF CONCRETE BARRIER TYPE 732. RAILING TO FOLLOW CURVEREPLICATED EXISTING RAILING. REINSTALL EXISTING RAILINGCALTRANS CONCRETE BARRIER TYPE 732CALTRANS STRUCTURE APPROACH TYPE R (30S)CALTRANS STRUCTURE APPROACH TYPE N (30S)

LEGEND:

INDICATES DIRECTION OF FLOWINDICATES CLOSURE POURINDICATES BRIDGE REMOVAL (PORTION)

DRAWING NO.SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

110+00 111+00

1

6+00

1

7

+00

1

8

+

0

0

110+00

110+00

111+00

1

6+00

1

7

+00

1

8

+

0

0

110+00 111+00

110+00

110+00

111+00

1

2

NOTES

110+00 111+00

"SR204"LINE

EVATION

ALE: 1"=20'

PLAN

SCALE: 1"=20'

AS SHOWN

DRAFT GENERAL PLAN

CV-T7010

FRESNO TO BAKERSFIELD

TRACK STRUCTURES / ROADWAY

HSR13-44

1 2

F STREET UC

FILE GRADE

NO SCALE

EB 110+70.77

ELEV 407.00

2 1

110+00

URED ALONG "SR204" LINE

ENGTH OF BRIDGE=173'-6"

PVI 119+00

CONFORMELEV 405.02

WALL (TYP)RETAINING 

(TYP)

34

4

EB

ALONG "SR204"LINE

APPROX OG 

4

F

S

TREET

F

L

I

ABUT 3

BENT 2

1

1

5

'-

6

"

1

1

'-

6

"

3

6

'-

0

"

2

2

'-

0

"

3

6

'-

0

"

1

0

'-

0

"

2

4

'-

0

"

8

'-

0

"

4

'-

0

"

LOCALLY GENERATED ALTERNATIVE

16.7'

-0.25%

SPAN 2

90'-8"

CURB

CURB

CURB

1

2

'-

0

"

EB "SR204" 110+70.77

MINCLR

ELEV 407.00

CALTRANS STRUCTURE APPROACH TYPE N (30S)CALTRANS CONCRETE BARRIER TYPE 60CALTRANS CHAIN LINK RAILING TYPE 7CALTRANS CONCRETE BARRIER TYPE 736 (MOD)
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27049\BFSSA-CV-T7011.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 12:43:56 PM 11/4/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

AS SHOWN

M. GOLJI

P. ZUCCHI

K. PIRBAZARI

CV-T7011

FRESNO TO BAKERSFIELD

TRACK STRUCTURES / ROADWAY

HSR13-44

K. PIRBAZARI

1

2

F STREET UC

1'-6" 1'-6"

-2% -2%

-2% -2%

(TYP)

(TYP)

3

(TYP)

"B-T" GIRDER

PC/PS CONC

3

BENT 2 ELEVATION

SCALE: 1"=10'

NOT ALL PILES SHOWN FOR CLARITY.

NOTE:

146'-2"

DRAFT ELEVATIONS

LOCALLY GENERATED ALTERNATIVE

ABUTMENT 1 ELEVATION

SCALE: 1"=10'

ABUTMENT 3 ELEVATION

SCALE: 1"=10'

1

2

1'-6"

(TYP)

(TYP)

(TYP)

"B-T" GIRDER

PC/PS CONC

2

"

1

138'-10

1'-6" 2

"

1

72'-10" 6'-0"6'-0" 51'-0

(TYP)

"B-T" GIRDER

PC/PS CONC

(TYP)

(TYP)

2

1

2

" 6'-0"6'-0" 88'-0" 1'-6"

1

51'-2

154'-2"

1'-6"

2

" 6'-0"6'-0" 80'-0"

1

51'-2

PROFILE

F STREET

• "SR204" LINE

• "SR204" LINE

4'-5"

(TYP)

4'-5" 9'-1"

(TYP)

2

"

1

4'-6" 8'-1 4'-5"

2

"

1

16 EQUAL SPA @ 8'-1•" = 129'-11

16 EQUAL SPA @ 9'-1 " = 145'-4"

4'-5"

(TYP)

8'-7" 2

"

1

4'-5

• "SR204" LINE

3

-2% -2%

NOT ALL PILES SHOWN FOR CLARITY.

NOTE:

10/28/2016

5'-0"

5'-0"

5'-0"

PG

COLUMN (TYP)

7'-0" DIA 

(TYP)

CIDH PILE

11'-6" DIA 

RAISED SIDEWALK

PG

PG

(TYP)

ARTICULATION

INTEGRAL
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

125+00 126+00 127+00 128+00 129+00 130+00

125+00 126+00 127+00

125+00 126+00 127+00 128+00 129+00 130+00

PG

1

ELEVATION

SCALE: 1"=30'

ENT 3 BENT 4 BENT 5 BENT 6 BENT 7 ABUT 8

1

NOTES

535'-0"

PLAN

SCALE: 1"=30'

GOLDEN STATE AVE

5 SPANS AT 79'-0" = 395'-0" 70'-0"

TOTAL LENGTH PROPOSED BRIDGE WIDENING = 535'-0"

72'-0"2±4

'±24'±9'-5"±

1'-5"±

9'-5"±

1'-5"±

8'±

ED BRIDGE WIDENING = 307'-0"

2

TOTAL LENGTH EXISTING BRIDGE = 535'-0"

EXISTINGBRIDGE

74'-10"±

COLUMN (TYP)

EXTERIOR GIRDERS• EXISTING

COLUMN (TYP)4' DIA CONCRETEPROPOSED 

DECK EDGEWIDEN BRIDGE

TYP)

ED 

EXTENSION (TYP)PROPOSED BENT

CONCRETE COLUMN (TYP)PROPOSED 4' DIA 

DECK EDGEBRIDGEEXISTING

EB "SR204" 128+79.18

ELEV 418.88

DECK EDGEWIDEN BRIDGE

EXTENSIONPROPOSED ABUTMENT

2

ALONG "SR204"LINE

APPROX OG 

WALL (TYP)RETAINING 

SHOWN FOR CLARITYEXISTING COLUMNS NOTNOTE:

TO SR-99

TO SR-178

EB

2

MATCH EXISTING

70'-0"

MATCH EXISTING

5 SPANS AT 79'-0" = 395'-0"

8'-0"

8'-0"

5'-6"

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T7012

TRACK STRUCTURES / ROADWAY

DRAFT GENERAL PLAN

CHESTER AVE UC

LOCALLY GENERATED ALTERNATIVE

MIN CLR15'-0"

CALTRANS STRUCTURE APPROACH TYPE N (30S)CALTRANS CONCRETE BARRIER TYPE 732 (MOD)
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27049\BFSSA-CV-T7013.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 12:51:17 PM 11/4/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

AS SHOWN

10/28/2016

1

2

NOTES

1

•

BRIDGE

EXISTING

1

•

BRIDGE

EXISTING

SECTION AT ABUT 1

SCALE: 1"=10'

SECTION AT ABUT 8

SCALE: 1"=10'

FRESNO TO BAKERSFIELD

TRACK STRUCTURES / ROADWAY

M. GOLJI

P. ZUCCHI

K. PIRBAZARI

CV-T7013

HSR13-44

CHESTER AVE UC

(TYP)

1'-6"

WIDEN

10'-6"

EXISTING BRIDGE

74'-10"

3

3'-0"

'-6"

3'-6"

1

1'-6"

K. PIRBAZARI

2

2

2

3

7'-0"

GIRDERS

• PROPOSED

GIRDERS

• PROPOSED

GIRDERS

• PROPOSED

• EXISTING GIRDER

• EXISTING GIRDER • EXISTING GIRDER

3

3

3

4

10 EXISTING GIRDERS @ 7'-6•"±

10 EXISTING GIRDERS @ 7'-6•"±

4

4

1

•

BRIDGE

EXISTING

1

2

4

GIRDERS

• PROPOSED

• EXISTING GIRDER • EXISTING GIRDER

3

GIRDER 3

• PROPOSED

4

WIDEN EXISTING BRIDGE WIDEN

TYPICAL BENT ELEVATION

SCALE: 1"=10'

1

GIRDERS

• PROPOSED

1 3 4 2

GIRDERS

• PROPOSED

2

•

BRIDGE

EXISTING

ABUTMENT 1 ELEVATION

SCALE: 1"=10'

PILE SHAFT (TYP)

4'-0" DIAMETER

PROPOSED

LOCALLY GENERATED ALTERNATIVE

WIDEN EXISTING BRIDGE WIDEN

WIDEN

29'-6"

EXISTING BRIDGE

74'-10"

WIDEN

25'-5"

ABUTMENT 8 ELEVATION

SCALE: 1"=10'

•

BRIDGE

EXISTING

2

EXISTING BRIDGE WIDEN

GIRDERS

• PROPOSED

1

3'-6"

= 22'-6"

4'-5" 3 SPA @ 7'-6"

= 24'-6"

3 SPA @ 6'-1•"

= 11'-0"

2 SPA @ 5'-6"

DRAFT SECTIONS

4 3

4

2

GROUND

ORIGINAL

MIN

C

L

R

15'-0" E

X.

MIN

C

L

R

15'-0

GIRDER (TYP) "

WIDE FLANGE 

PC/PS CONC

GIRDER (TYP)

WIDE FLANGE 

PC/PS CONC

GIRDER (TYP)

WIDE FLANGE 

PC/PS CONC

GIRDER (TYP)

WIDE FLANGE 

PC/PS CONC

GIRDER (TYP)

WIDE FLANGE 

PC/PS CONC

8'-8" TO 29'-7" 10'-6 TO 26'-11"

BENT 5 SHOWN. OTHER BENTS SIMILAR. 

NOTE:

CLOSURE POUR

MATCH EXISTING DECK SLOPE

AND PORTION OF BRIDGE DECK

SAWCUT AND REMOVE EXISTING BARRIER 

CALTRANS CONCRETE BARRIER TYPE 732 (MOD)

(TYP)

MATCH EXISTING

ARTICULATION

INTEGRAL
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

17+00

6848+00

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T7014

TRACK STRUCTURES / ROADWAY

DRAFT GENERAL PLAN

EVC 16+50.00

ELEV 412.99

17+00

1

NOTES

PEDESTRIAN BRIDGE OVER CARRIER CANAL

SCALE: •"=10'

TYPICAL SECTION

TOP OF DECK

1

16'-4"

2'-9"

16'-9"

•

TRUSS

•

TRUSS

LOCALLY GENERATED ALTERNATIVE

PEDESTRIAN CROSSING

TOP CORDST6x4x...

AT 8'-7‚" SPACINGSW10x39 FLOORBEAM

-4.00%

ELEV 414.10

6" CONCRETE DECK

STRINGERSEQUALLY SPACED 8- W10x15 

BRACINGSAND ST5x4x..."VERTICAL POSTST4x8x...

BOTTOM CORDST7x5x•

PG

UT 2

EB "PED" 16+15.92

EB

STEEL TRUSS BRIDGE

6'-0"MAX.

4'-6"MIN.

3'-0"4"

(TYP)

9"

"MUP2" LINE
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION 

EPD DESIGN 

ECORD SET

6865+00

6

35

NO SCALE

PROFILE GRADE

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T7015

TRACK STRUCTURES / ROADWAY

DRAFT GENERAL PLAN

YP)

PEDESTRIAN CROSSING

APPROX OG 

PEDESTRIAN BRIDGE OVER SR-204 ON-RAMP

14'-0"

LOCALLY GENERATED ALTERNATIVE

1

NOTES

ELEV 417.23

"MUP1" LINE

RETAINING WALL

VPI 26+83.81

SPAN 3

69'-0"

SPAN 2

69'-0"

2

BENT 3

ABUT 4

EB

WING WALL

26+00

•

"MUP2"

PED

SCALE: 1"=10'

ELEVATION

SCALE: 1"=10'

PLAN

CHAIN LINK RAILING CONCRETE PARAPET WITH

EB STA 26+72.33

PEDESTRIAN CROSSING

"MUP2" LINE

ELEV 417.06

+4.94%

.50%

+1.50%

 24+65.39

V 406.84

VPI 26+72.28

ELEV 417.06

207'-0" MEASURED ALONG "MUP1" LINE
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44CV-T7016

TRACK STRUCTURES / ROADWAY

PEDESTRIAN BRIDGE OVER SR-204 ON-RAMP

2%

LOCALLY GENERATED ALTERNATIVE

1

NOTES

CIDH PILE (TYP)36" DIA 

SURFACEFINISHED

(TYP)

CHAIN LINK RAILING CONCRETE PARAPET WITH

•

"MUP1"

PED

SCALE: ‚"=1'-0"

BENT ELEVATION

ABUTMENT 4 SHOWN, ABUTMENT 1 SIMILARNOTE:

1

PGL

1 (TYP)

DRAFT TYPICAL SECTIONS

14'-0"

LUMN

S CONC 
DRAWING NO.

SCALESHEET NO.CONTRACT NO.

CALIFORNIA HIGH-SPEED RAIL PROJECT 

UBMISSION

EPD DESIGN

ECORD SET

7

AS SHOWN

FRESNO TO BAKERSFIELD

HSR13-44

CV-T7017

TRACK STRUCTURES / ROADWAY

DRAFT GENERAL PLAN

PG

2%

16'-10"

SCALE: 1"=10'

TYPICAL SECTION

1

NOTES

1

PEDESTRIAN CROSSING 2

'-6"

ABUT 3

APPROX OG 

SLABPC/PS CONC 

2%

PG

27'-0"

GROUNDFINISHED

GROUNDFINISHED OG

SCALE: 1"=10'

EAST ABUTMENT ELEVATION

WEST ABUTMENT SIMILARNOTE:

27'-0"

PEDESTRIAN BRIDGE OVER F STREET

37+00

BVC 37+20.00

ELEV 413.23

ELEV 415.07

EVC 36+83.00

LOCALLY GENERATED ALTERNATIVE

RETAINING WALL

STA 36+73.70

ELEV 414.15

"MUP2" LINE

-4.97% 

CHAIN LINK RAILINGCONCRETE PARAPET WITH 

•

"MUP2"

PED

•

"MUP2"

PED

EB

COLUMN4'-6" DIA

CIDH PILE5'-6" DIA

RETAINING WALL (TYP)
DRAWING NO.

SCALE

SHEET NO.

CONTRACT NO.

DATE

REV DATE BY CHK APP DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE

c:\pwworking\tylipw01\sdulor\dm s27049\BFSSA-CV-T7018.dgn CHSR_PDF_half_black.plt CAHSRP.tbl 1:26:37 PM 10/27/2016 SDulor

CALIFORNIA HIGH-SPEED RAIL PROJECT 

SUBMISSION

PEPD DESIGN

RECORD SET

17+00

18+00

19+00

86+

0

0 87+

0

0

17+00

18+00

19+00

86+

0

0 87+

0

0

ST 43+62.81

PG

U

P

R

R

R

O

W

U

P

R

R

R

O

W

1

1

2

NOTES

LEGEND

16+00

DATUM ELEV = 380.00

17+00 18+00 19+00

PLAN

SCALE: 1"=20'

AS SHOWN

DRAFT GENERAL PLAN

34TH STREET

M. GOLJI

P. ZUCCHI

K. PIRBAZARI

CV-T7018

FRESNO TO BAKERSFIELD

TRACK STRUCTURES / ROADWAY

HSR13-44

10/28/2016

K. PIRBAZARI

34TH STREET

"34"LINE

3

4

ABUT 1

4

ABUT 2

•

UPRR

•

UPRR

WALL (TYP)

RETAINING

PG

-2.00%

7'-3"

70'-0"

NO SCALE

PROFILE GRADE

MSE WALL

PROPOSED

(TYP)

17'-6"

BV

C 17+95.0

0

E

L

E

V

4

4

0.27

E

V

C 18+55.0

0

E

L

E

V

437.87

PG

4

ABUTMENT NOT SHOWN FOR CLARITY.

NOTE:

MSE WALL

PROPOSED

WALL (TYP)

RETAINING 

WALL (TYP)

RETAINING

UPRR TRACKS

EXISTING

BC "34" 17+43.46

1'-5"

•

LINE

"34"

•

LINE

"34"

EB

ALONG "34" LINE

APPROX OG 

BB

TOR

BOX GIRDERS

PC/PS CONC

A

A

4

4

2

3 3

2 1

LOCALLY GENERATED ALTERNATIVE

1'-0"

1'-5"

A

SCALE 1"=10' -

SECTION

B

SCALE 1"=10' -

SECTION

1'-0"

B

B

1

3

LANE LANE & VAR

RETAINING

WALL WALL

RETAINING

ABUTMENT 1

70'-0"

86'-5" MAX

-2% -2%

(TYP)

17'-6"

118'-0"

-6.00%

V

PI 16+53.91

E

L

E

V

4

43.10

34'-0" 24'-0" 12'-0"

34'-0" 24'-0" 12'-0"

86'-5"

12'-0" 24'-0" 34'-0"

2

2

3

VC=60.00' R/C=-6.7%/STA

BRACKET

SUPPORT

CONCRETE

EB "34" LINE 18+00.31

BB "34" LINE 16+81.88

ELEV 440.15

ELEV 442.54

MIN CLR

5'-0"

MIN CLR

5'-0"

INDICATES UPRR RAILROAD

HEIGHT OF FENCE ON BARRIER OVER UPRR ROW

MODIFIED FOR A 10'-0" MINIMUM COMBINED

CALTRANS CHAIN LINK RAILING TYPE 7 (MOD)

CALTRANS STRUCTURE APPROACH TYPE N (30S)

CALTRANS CHAIN LINK RAILING TYPE 7

CALTRANS CONCRETE BARRIER TYPE 732 (MOD)

CALTRANS CONCRETE BARRIER TYPE 26 (MOD)

5

3

3 5

5

ELEVATION

SCALE: 1"=20'

5

MIN

C

L

R

24'-2"