california high-speed train project fresno to … · california high-speed train project a hsr...

$: CALIFORNIA HIGH-SPEED TRAIN PROJECT FRESNO TO … · CALIFORNIA HIGH-SPEED TRAIN PROJECT a HSR 06-0003 J. BORGHESI D. HUNT R. COFFIN REV AS SHOWN c: \ p ww o r k i ng \ h mm \ e x$
CALIFORNIA HIGH-SPEED TRAIN PROJECT

AS SHOWN

c:\p

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12/10/2013

eron.sudhausen

HSR 06-0003

SCALE

SHEET NO.

DRAWING NO.

CONTRACT NO.

DATE

IN CHARGE

CHECKED BY

DRAWN BY

DESIGNED BY

REV DATE BY CHK APP DESCRIPTION

FRESNO TO BAKERSFIELD

CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

CB1061

CB1062

CB1067

CB1068

CB1069

CB1070

LANSING

AVE

KANSAS AVEKENT

AVE

JACKSON AVE

IDAH

O AVE

IONA

AVE

0 0

LEGEND

PROPOSED CHST

RAILROAD

EXISTING FREIGHT

2000

1"-2000’

2000 4000

SR 43

CB1063

CB1064

CB1065

CB1066

CB1071

12/31/13 1 OF 15

CB1060

ALIGNMENT K2

KEY MAP

STA 2029+93 TO 2601+70R. COFFIN

KAWEAH SUBSECTION

CR

OSS

CR

EE

K

A. POLING

J. BORGHESI

D. HUNT

SUBSECTIO

N

HW

SU

BS

EC

TIO

N

C3

BNSF


AS SHOWN

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3:15:56

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12/10/2013

alexander.poling

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STATION

CY

TOTAL

HSR 06-0003

SCALE

SHEET NO.

DRAWING NO.

CONTRACT NO.

DATE

IN CHARGE

CHECKED BY

DRAWN BY

DESIGNED BY



CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

FOR IDAHO AVE

CLEARANCE ENVELOPE

RE

ALI

GN

ED 12

TH

AV

E

EXIS

TI

NG I

DA

HO

AV

E

140

160

180

200

220

240

260

280

300

140

160

180

200

220

240

260

280

300

320320

2030+00 2040+00 2050+00 2060+00 2065+00

2029

+93.14

EL

EV 227.98

2029

+96.49

BV

C

EL

EV 227.98

2035

+96.49

EL

EV 228.07

2041

+96.49

EV

C

EL

EV 226.83

0.015%

-0.206%

VC=1200’

K=5438(BOTH TRACKS)

F-B TRACK PROFILE

FOR 12TH AVE

CLEARANCE ENVELOPE

HST STRUCTURE

HST STRUCTURE

9.50’

16.50’

16.50’

11.50’

(APPROX)

OG ALONG TRACK �

RE

ALI

GN

ED I

DA

HO

AV

E

EXISITI

NG

NE

W

DE

AL

CA

NA

L

EXIS

TI

NG 12

TH

AV

E

RE

ALI

GN

ED

NE

W

DE

AL

CA

NA

L

ID

AH

O

AV

E

12TH AVE

NE

W

DE

AL

DIT

CH

2030+00 2035+00 2040+00 2045+00 2050+00 2055+00 2060+00 2065+00

PO

T"

K2"2029

+93.14

S 13°38’18" E L=11965.50

00 200 200 40020 20 40

VER.1"=20’ HOR.1"=200’PROFILE

PLAN

CB3915

1

12/31/13 2 OF 15

CB1061

PLAN AND PROFILE

STA 2029+93 TO 2065+00

ALIGNMENT K2

R. COFFIN

REALIGNED NEW DEAL CANAL

KAWEAH SUBSECTION

MA

TC

H

LI

NE ( C

B1022 )

MA

TC

H

LI

NE ( C

B1062 )

MA

TC

H

LI

NE ( C

B1062 )

A. POLING

J. BORGHESI

D. HUNT

SE

E

SU

BS

EC

TI

ON

HW

REALIGNED IDAHO AVE

REALIGNED 12TH AVE

ROADWAY GRADE SEPARATION ALIGNMENT


� CHST NB ALIGNMENT K2

� CHST SB ALIGNMENT K2

HYDRAULIC CROSSING

MA

TC

H

LI

NE ( C

B1022 )

SE

E

SU

BS

EC

TI

ON

HW

S 13°38’18" E

E 6363103.36

N 1983432.24

START STA 2029+93.14 (K2)

END STA 2029+61.16 (HW)

TIE IN TO SUBSECTION HW

RETENTION BASIN

00 200 200 40020 20 40


PLAN

CB3915

1

12/31/13 3 OF 15

CB1062

PLAN AND PROFILE

STA 2065+00 TO 2121+00

ALIGNMENT K2

R. COFFIN

200.00’

200.00’

ACCESS ROAD

ACCESS ROAD

KAWEAH SUBSECTION

MA

TC

H

LI

NE ( C

B1063 )

MA

TC

H

LI

NE ( C

B1061 )

160.00’

160.00’

A. POLING

J. BORGHESI

MA

TC

H

LI

NE ( C

B1061 )

MA

TC

H

LI

NE ( C

B1063 )

D. HUNT

(SOUTH OPTION)

JACKSON

TPSS502

STATION

UTILITY SWITCHING

(NORTH OPTION)

JACKSON

TPSS502

TALL ANTENNA TOWER

RADIO SITE WITH 100’

ANTENNA TOWER

RADIO SITE WITH 100’ TALL 220.00’

160.00’

220.00’

160.00’



UTILITY SWITCHING STATION


115 KV LINE (NORTH OPTION)

RELOCATED HENRIETTA-KINGSBURG

115 KV LINE TO BE RELOCATED

EXISTING HENRIETTA-KINGSBURG

115 KV LINE (SOUTH OPTION)


CORCORAN SUBSTATIONS.

(BY OTHERS) FOR 27.1 MILES BETWEEN PG&E’S KINGSBURG AND

KINGSBURG-CORCORAN 2 X 115 KV LINES TO BE RECONSTRUCTED

FOR 3.9 MILES TO KINGSBURG-CORCORAN POWER LINES.

PROPOSED HV UTILITY POWER LINE TO BE CONSTRUCTED


AS SHOWN

c:\p

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11:01:27

AM

12/31/2013

frank.paler

mo

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STATION

CY

TOTAL

HSR 06-0003

SCALE

SHEET NO.

DRAWING NO.

CONTRACT NO.

DATE

IN CHARGE

CHECKED BY

DRAWN BY

DESIGNED BY



CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

(BOTH TRACKS)

F-B TRACK PROFILE

140

160

180

200

220

240

260

280

300

320320

140

160

180

200

220

240

260

280

300

320320

2065+00 2070+00 2080+00 2090+00 2100+00 2110+00 2120+00

2068

+64.83

BV

C

EL

EV 221.35

2074

+64.83

EL

EV 220.11

2080

+64.83

EV

C

EL

EV 220.64

-0.206% 0.087%

VC=1200’

K=4095

FOR HST STRUCTURE

CLEARANCE ENVELOPE

(APPROX)

OG ALONG TRACK �

JA

CK

SO

N

AV

E

ROADWAY STRUCTURE5.50’

27.00’

2065+00 2070+00 2075+00 2080+00 2085+00 2090+00 2095+00 2100+00 2105+00 2110+00 2115+00 2120+00

S 13°38’18" E L=11965.50

JA

CK

SO

N

AV

E

12TH AVE

00 200 200 40020 20 40


PLAN 220 18006.00 2.80

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

36 8446.16



MA

TC

H

LI

NE ( C

B1062 )

MA

TC

H

LI

NE ( C

B1062 )

MA

TC

H

LI

NE ( C

B1064 )

MA

TC

H

LI

NE ( C

B1064 )

12/31/13 4 OF 15

CB1063

PLAN AND PROFILE

STA 2121+00 TO 2177+00

ALIGNMENT K2

R. COFFIN

KAWEAH SUBSECTION

A. POLING

J. BORGHESI

CB3915

1

D. HUNT

22008.25

HYDRAULIC CROSSING

HYDRAULIC CROSSINGHYDRAULIC CROSSING

HYDRAULIC CROSSING

36

DITCH REALIGNMENT


AS SHOWN

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3:19:05

PM

12/10/2013

alexander.poling

Exc

Emb

STATION

CY

TOTAL

HSR 06-0003

SCALE

SHEET NO.

DRAWING NO.

CONTRACT NO.

DATE

IN CHARGE

CHECKED BY

DRAWN BY

DESIGNED BY



CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

(BOTH TRACKS)

F-B TRACK PROFILE

DIT

CH

DIT

CH

DIT

CH

140

160

180

200

220

240

260

280

300

320320

140

160

180

200

220

240

260

280

300

320320

2121+00 2130+00 2140+00 2150+00 2160+00 2170+00 2177+00

2121

+77.71

BV

C

EL

EV 224.23

2127

+77.71

EL

EV 224.75

2133

+77.71

EV

C

EL

EV 223.75

0.087%

-0.167%

VC=1200’

K=4712

(APPROX)

OG ALONG TRACK �

DIT

CH

DIT

CH

RE

ALI

GN

ED

2120+00 2125+00 2130+00 2135+00 2140+00 2145+00 2150+00 2155+00 2160+00 2165+00 2170+002175+00

TS"

K2"2149

+58.64

SC"

K2"2167

+58.64

LS=1800S 13°38’18" E L=11965.50

LAKESIDE DITCH

DIT

CH

LAKESIDE DITCH

LAKESIDE DITCH

DIT

CH DIT

CH

DIT

CH

LAKESIDE DITCH

(BOTH TRACKS)

F-B TRACK PROFILE

KE

NT

AV

E

140

160

180

200

220

240

260

280

300

320320

140

160

180

200

220

240

260

280

300

320320

2177+00 2180+00 2190+00 2200+00 2210+00 2220+00 2230+00 2233+00

2203

+60.31

BV

C

EL

EV 212.07

2209

+60.31

EL

EV 211.06

2215

+60.31

EV

C

EL

EV 211.06

-0.167%0.000%

VC=1200’

K=7157

RE

ALI

GN

ED 11

TH

AV

E

FOR 11TH AVE

CLEARANCE ENVELOPE

10.50’

16.50’

(APPROX)

OG ALONG TRACK �

HST STRUCTURE

DIT

CH

9.50’

16.50’

EXIS

TI

NG 11

TH

AV

E

HST STRUCTURE

FOR KENT AVE

CLEARANCE ENVELOPE

2175+00

2180+00

2185+002190+00

2195+002200+00 2205+00 2210+00 2215+00 2220+00

2225+002230+00

2235+00


AS SHOWN

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3:20:30

PM

12/10/2013

alexander.poling

Exc

Emb

STATION

CY

TOTAL

HSR 06-0003

SCALE

SHEET NO.

DRAWING NO.

CONTRACT NO.

DATE

IN CHARGE

CHECKED BY

DRAWN BY

DESIGNED BY



CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

11TH AVE

11TH AVE

KE

NT

AV

E

00 200 200 40020 20 40


PLAN

CB3915

1

5 OF 15

CB1064

PLAN AND PROFILE

STA 2177+00 TO 2233+00

ALIGNMENT K2

R. COFFIN

220 18006.00 2.80


36 8446.16

KAWEAH SUBSECTION

MA

TC

H

LI

NE ( C

B1063 )

MA

TC

H

LI

NE ( C

B1063 )

MA

TC

H

LI

NE ( C

B1065 )

MA

TC

H

LI

NE ( C

B1065 )

A. POLING

J. BORGHESI

12/31/13

D. HUNT

22008.25



36

REALIGNED 11TH AVE

ROADWAY TO BE CLOSED



RETENTION BASIN

RETENTION BASIN

OPTION)

(NORTH

SRS7

ROAD

ACCESS OPTION)

(SOUTH

SRS7

ROAD

ACCESS

9.50’

16.50’

ME

LG

A

CA

NA

LR

EA

LI

GN

ED

DIT

CH

RE

ALI

GN

ED

FOR KANSAS AVE

CLEARANCE ENVELOPE

140

160

180

200

220

240

260

280

300

320320

140

160

180

200

220

240

260

280

300

320320

2233+00 2240+00 2250+00 2260+00 2270+00 2280+00 2289+00

0.000%

RE

ALI

GN

ED

KA

NS

AS

AV

E

(BOTH TRACKS)

F-B TRACK PROFILE

HST STRUCTURE

DIT

CH

ME

LG

A

CA

NA

L

EXIS

TI

NG

KA

NS

AS

AV

E

(APPROX)

OG ALONG TRACK �


AS SHOWN

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3:21:38

PM

12/10/2013

alexander.poling

Exc

Emb

STATION

CY

TOTAL

HSR 06-0003

SCALE

SHEET NO.

DRAWING NO.

CONTRACT NO.

DATE

IN CHARGE

CHECKED BY

DRAWN BY

DESIGNED BY



CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

2235+002240+00

2245+00 2250+00 2255+00 2260+00 2265+00 2270+00 2275+00 2280+00 2285+00 2290+00

CS"

K2"2252

+04.80

ST"

K2"2270

+04.80

TS"

K2"2283

+42.58

LS=1800

S 40°18’46" E L=1337.78LS=1600

LA

KESID

E

DIT

CH

MEL

GA C

AN

AL

10 1/2

AVE

DIT

CH

KA

NS

AS

AVE

00 200 200 40020 20 40


PLAN

CB3915

1

12/31/13 6 OF 15

CB1065

PLAN AND PROFILE

STA 2233+00 TO 2289+00

ALIGNMENT K2

R. COFFIN

220 18006.00 2.80


36 8446.16



KAWEAH SUBSECTION

MA

TC

H

LI

NE ( C

B1066 )

MA

TC

H

LI

NE ( C

B1064 )

MA

TC

H

LI

NE ( C

B1066 )

A. POLING

J. BORGHESI

MA

TC

H

LI

NE ( C

B1064 )

REALIGNED KANSAS AVE

D. HUNT

22008.25


36HYDRAULIC CROSSING

HYDRAULIC CROSSING

CANAL REALIGNMENT

DITCH REALIGNMENT

REALIGNED 11TH AVE

MEL

GA C

AN

AL

KA

NS

AS

AVE

RETENTION BASIN


AS SHOWN

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3:22:44

PM

12/10/2013

alexander.poling

Exc

Emb

STATION

CY

TOTAL

HSR 06-0003

SCALE

SHEET NO.

DRAWING NO.

CONTRACT NO.

DATE

IN CHARGE

CHECKED BY

DRAWN BY

DESIGNED BY



CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

(BOTH TRACKS)

F-B TRACK PROFILE

10

TH

AV

E

EXIS

TI

NG

LA

KE

SI

DE

DIT

CH

(APPROX)

OG ALONG TRACK �

LA

NSI

NG

AV

E

140

160

180

200

220

240

260

280

300

140

160

180

200

220

240

260

280

300

2290+00 2300+00 2310+00 2320+00 2330+00 2340+00 2345+00

2337

+75.25

BV

C

EL

EV 211.11

2343

+75.25

EL

EV 211.11

0.000%

VC=1200’

K=5252

27.00’

FOR HST STRUCTURE

CLEARANCE ENVELOPE

6.00’

ROADWAY STRUCTURE

RE

ALI

GN

ED

LA

KE

SI

DE

DIT

CH

RE

ALI

GN

ED

DIT

CH

2290+00 2295+00 2300+00 2305+00 2310+00 2315+00 2320+00 2325+00 2330+002335+00

2340+002345+00

SC"

K2"2299

+42.58

LS=1600

9 1/2

AVE

10T

H

AVE

LA

KESID

E

DIT

CH

9 1/2

AVE

BNSF

LA

NSIN

G

AVE

00 200 200 40020 20 40


PLAN250 45000 16003.75 1.81


37 6232.59

ACCESS ROAD

80.00’

120.00’

MA

TC

H

LI

NE ( C

B1065 )

MA

TC

H

LI

NE ( C

B1065 )

MA

TC

H

LI

NE ( C

B1067 )

MA

TC

H

LI

NE ( C

B1067 )

12/31/13 7 OF 15

KAWEAH SUBSECTION

A. POLING

J. BORGHESI

R. COFFIN

CB1066

ALIGNMNET K2

STA 2289+00 TO 2345+00

PLAN AND PROFILE

CB3915

1

D. HUNT


37

(WEST OPTION)

PS526 LANSING

TALL ANTENNA TOWER




HYDRAULIC CROSSING

DITCH REALIGNMENT

BE CLOSED

ROADWAY TO

DITCH REALIGNMENT

HYDRAULIC CROSSING

(BOTH TRACKS)

F-B TRACK PROFILE

140

160

180

200

220

240

260

280

300

140

160

180

200

220

240

260

280

300

2345+00 2350+00 2360+00 2370+00 2380+00 2390+00 2400+00

2349

+75.25

EV

C

EL

EV 212.48

0.229%VC=1200’

K=5252

100 YEAR FLOOD ELEVATION.

SEE "FRESNO TO BAKERSFIELD

HYDROLOGY, HYDRAULICS, AND

DRAINAGE REPORT".

FL

OO

DP

LAI

N

CR

OS

S

CR

EE

K

LI

MIT

S

OF

(APPROX)

OG ALONG TRACK �

RE

ALI

GN

ED

DIT

CH

DIT

CH

FL

OO

DP

LAI

N

100

YR

FE

MA

LI

MIT

S

OF

LA

NSIN

G

AV

E

DIT

CH

LA

NSIN

G

AV

E

9 1/2 AVE DIT

CH

BNSF

DIT

CH


AS SHOWN

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3:23:42

PM

12/10/2013

alexander.poling

Exc

Emb

STATION

CY

TOTAL

HSR 06-0003

SCALE

SHEET NO.

DRAWING NO.

CONTRACT NO.

DATE

IN CHARGE

CHECKED BY

DRAWN BY

DESIGNED BY



CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

2345+002350+00 2355+00 2360+00 2365+00 2370+00 2375+00 2380+00 2385+00 2390+00 2395+00 2400+00

CS"

K2"2361

+75.17

ST"

K2"2377

+75.17

LS=1600 S 30°20’24" E L=22395.14

00 200 200 40020 20 40


PLAN

CB3915

1

12/31/13 8 OF 15

37

CB1067

PLAN AND PROFILE

STA 2345+00 TO 2401+00

ALIGNMENT K2

R. COFFIN

250 45000 16003.75 1.81


37 6232.59

DITCH



KAWEAH SUBSECTION

MA

TC

H

LI

NE ( C

B1066 )

MA

TC

H

LI

NE ( C

B1066 )

MA

TC

H

LI

NE ( C

B1068 )

MA

TC

H

LI

NE ( C

B1068 )

CB3915

2

OF FLOOD FLOWS AND WILDLIFE MUST BE MAINTAINED.

SUBJECT TO APPROVAL OF THE APPROPRIATE AGENCIES. SAFE PASSAGE

EMBANKMENT OR AN ALTERNATIVE STRUCTURE TYPE MAY BE PROVIDED

A. POLING

J. BORGHESI

80.00’

ACCESS ROAD

120.00’

D. HUNT

(EAST OPTION)

PS526 LANSING

100’ TALL ANTENNA

RADIO SITE WITH

DITCH REALIGNMENT

HYDRAULIC CROSSING

HYDRAULIC CROSSING

RETAINING WALL

DITCH REALIGNMENTEND OF DITCH

CROSS CREEK (K1-K6) AND TAUSSIG AVENUE (L1-K4)

WILDLIFE CROSSING TO BE PROVIDED AS REQUIRED BETWEEN


2374

+40

RE

TAI

NI

NG

WA

LL

EA

RT

HW

OR

KS


AS SHOWN

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7:57:52

PM

12/12/2013

paul.tonkin

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STATION

CY

TOTAL

HSR 06-0003

SCALE

SHEET NO.

DRAWING NO.

CONTRACT NO.

DATE

IN CHARGE

CHECKED BY

DRAWN BY

DESIGNED BY



CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

DIT

CH

DIT

CH

RE

ALI

GN

ED

(BOTH TRACKS)

F-B TRACK PROFILE

140

160

180

200

220

240

260

280

300

140

160

180

200

220

240

260

280

300

2401+00 2410+00 2420+00 2430+00 2440+00 2450+00 2457+00

2403

+95.38

BV

C

EL

EV 224.89

2409

+95.38

EL

EV 226.26

2415

+95.38

EV

C

EL

EV 226.26

0.229%0.000%

VC=1200’

K=5243




DRAINAGE REPORT".

(APPROX)

OG ALONG TRACK �

LI

MIT

OF

CV

FP

B

DE

SI

GN

AT

ED

FL

OO

DW

AY

BNSF

DITCH

DITCH

DIT

CH

DIT

CH

CR

OSS CREE

K

2400+00 2405+00 2410+00 2415+00 2420+00 2425+00 2430+00 2435+00 2440+00 2445+00 2450+00 2455+00

S 30°20’24" E L=22395.14

00 200 200 40020 20 40


PLAN

CB3915

2

12/31/13 9 OF 15

HSR 06-0003

CB1068

PLAN AND PROFILE

STA 2401+00 TO 2457+00

ALIGNMENT K2

R. COFFIN

VIADUCT



KAWEAH SUBSECTION

MA

TC

H

LI

NE ( C

B1069 )

MA

TC

H

LI

NE ( C

B1069 )

MA

TC

H

LI

NE ( C

B1067 )

MA

TC

H

LI

NE ( C

B1067 )

A. POLING

J. BORGHESI

D. HUNT




3

CB3916

RETAINING WALL

LADDER ACCESS TURNAROUND

DITCH REALIGNMENT

DITCH REALIGNMENTEND OF DITCH

END OF DITCH

TURNAROUND

LADDER ACCESS

DITCH REALIGNMENT

TURNAROUND

MAINTENANCE

CROSS CREEK (K1-K6) AND TAUSSIG AVENUE (L1-L4)


HYDRAULIC CROSSING

END OF DITCH

ST

A 2405

+73

VI

AD

UC

T

RE

TAI

NI

NG

WA

LL

(BOTH TRACKS)

F-B TRACK PROFILE

DIT

CH

140

160

180

200

220

240

260

280

300

140

160

180

200

220

240

260

280

300

2457+00 2460+00 2470+00 2480+00 2490+00 2500+00 2510+00 2513+00

0.000%




DRAINAGE REPORT".

7.50’

CROSS CREEK LEVEE

CLEARANCE ENVELOPE FOR

CROSS CREEK LEVEE


CR

OS

S

CR

EE

K DIT

CH16.00’

16.00’

DIT

CH

HST STRUCTURE

(APPROX)

OG ALONG TRACK �

2460+00 2465+00 2470+00 2475+00 2480+00 2485+00 2490+00 2495+00 2500+00 2505+00 2510+00

S 30°20’24" E L=22395.14


AS SHOWN

c:\p

wworking\h


m\d

ms70815\

FB-

CB-1069.dgn

$P

LT

DR

VS$

$P

EN

TB

LS$

8:03:29

PM

12/12/2013

paul.tonkin

Exc

Emb

STATION

CY

TOTAL

HSR 06-0003

SCALE

SHEET NO.

DRAWING NO.

CONTRACT NO.

DATE

IN CHARGE

CHECKED BY

DRAWN BY

DESIGNED BY



CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

CR

OSS CREE

K

CR

OSS CREE

K

BNSF

DIT

CH

CANAL

STATE ROUTE 43

00 200 200 40020 20 40


PLAN

3

12/31/13

CB1069

PLAN AND PROFILE

STA 2457+00 TO 2513+00

ALIGNMENT K2

R. COFFIN



VIADUCT

10 OF 15

KAWEAH SUBSECTION

MA

TC

H

LI

NE ( C

B1068 )

MA

TC

H

LI

NE ( C

B1068 )

CB3916

MA

TC

H

LI

NE ( C

B1070 )

MA

TC

H

LI

NE ( C

B1070 )

ACCESS ROAD




A. POLING

J. BORGHESI

D. HUNT

FACILITY

WITHIN 250’ OF WAYSIDE

LEVEL ACCESS TO BE MADE

GROUND LEVEL TO TRACK

SRS8 (NORTH OPTION)FOR COMPOUND

TO BE PROVIDED

FLOOD PROTECTION

FACILITY

TO BE MADE WITHIN 250’ OF WAYSIDE

GROUND LEVEL TO TRACK LEVEL ACCESS

SRS8 (SOUTH OPTION)

HYDRAULIC CROSSING

LADDER ACCESS TURNAROUND

REALIGNMENT

DITCH



AROUNDTURN

MAINTENANCE

END OF DITCH3

CB3916

CROSS CREEK

5

CB3917

TRUSS

STEEL

AERIAL

VIADUCT

ST

A 2457

+55

ST

EE

L

TR

US

S

VI

AD

UC

T

ST

A 2460

+77

VI

AD

UC

T

ST

EE

L

TR

US

S


AS SHOWN

c:\p

wworking\h


m\d

ms70815\

FB-

CB-1070.dgn

$P

LT

DR

VS$

$P

EN

TB

LS$

8:16:03

PM

12/12/2013

paul.tonkin

Exc

Emb

STATION

CY

TOTAL

HSR 06-0003

SCALE

SHEET NO.

DRAWING NO.

CONTRACT NO.

DATE

IN CHARGE

CHECKED BY

DRAWN BY

DESIGNED BY



CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

(BOTH TRACKS)

F-B TRACK PROFILE

LI

MIT

OF

CV

FP

B

DE

SI

GN

AT

ED

FL

OO

DW

AY

140

160

180

200

220

240

260

280

300

140

160

180

200

220

240

260

280

300

2513+00 2520+00 2530+00 2540+00 2550+00 2560+00 2569+00

2545

+70.38

BV

C

EL

EV 226.26

2552

+70.38

EL

EV 226.26

2559

+70.38

EV

C

EL

EV 222.49

0.000%

-0.538%

VC=1400’

K=2601




DRAINAGE REPORT".

CA

NA

L

(APPROX)

OG ALONG TRACK �

STATE ROUTE 43

BNSF BNSF

LA

KEL

AN

D

CA

NAL

2515+00 2520+00 2525+00 2530+00 2535+00 2540+00 2545+00 2550+00 2555+00 2560+00 2565+00 2570+00

S 30°20’24" E L=22395.14

00 200 200 40020 20 40


PLAN

3

12/31/13

CB1070

PLAN AND PROFILE

STA 2513+00 TO 2569+00

ALIGNMENT K2

R. COFFIN

2

VIADUCT

11 OF 15

KAWEAH SUBSECTION

MA

TC

H

LI

NE ( C

B1069 )

MA

TC

H

LI

NE ( C

B1069 )

MA

TC

H

LI

NE ( C

B1071 )

MA

TC

H

LI

NE ( C

B1071 )

CB3915CB3916




J. BORGHESI

A. POLING


D. HUNT

ACCESS ROAD


(0.4 MILES)

CONNECTS TO NEVADA AVE

SYSTEMS FACILITY ACCESS ROAD

CANAL REALIGNMENT

RETAINING WALL

TURNAROUND

LADDER ACCESS

TURNAROUND

LADDER ACCESS



HYDRAULIC CROSSING

RETENTION BASIN

ST

A 2554

+98

RE

TAI

NI

NG

WA

LL

VI

AD

UC

T


AS SHOWN

c:\p

wworking\h


m\d

ms70815\

FB-

CB-1071.dgn

$P

LT

DR

VS$

$P

EN

TB

LS$

3:29:33

PM

12/10/2013

alexander.poling

Exc

Emb

STATION

CY

TOTAL

HSR 06-0003

SCALE

SHEET NO.

DRAWING NO.

CONTRACT NO.

DATE

IN CHARGE

CHECKED BY

DRAWN BY

DESIGNED BY



CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

NE

VA

DA

AV

EC

AN

AL

(BOTH TRACKS)

F-B TRACK PROFILE

140

160

180

200

220

240

260

280

300

320320

140

160

180

200

220

240

260

280

300

2570+00 2580+00 2590+00 2600+00

2571

+70.38

BV

C

EL

EV 216.03

2577

+70.38

EL

EV 212.80

2583

+70.38

EV

C

EL

EV 211.64

-0.538%

-0.193%

VC=1200’

K=3475




DRAINAGE REPORT".

LI

MIT

S

OF

CR

OS

S

CR

EE

K

FE

MA

FL

OO

DP

LAI

N

CA

NA

L

FOR HST STRUCTURE

CLEARANCE ENVELOPE

EXISIT

NG

NE

VA

DA

AV

E

EL

EV 208.17

2601

+70.32

LI

MIT

S

OF 100

YR

FE

MA

FL

OO

DP

LAI

N27.00’

6.00’

STRUCTURE

ROADWAY

(APPROX)

OG ALONG TRACK �

RE

ALI

GN

ED

NE

VA

DA

AV

E

2570+00 2575+00 2580+00 2585+00 2590+00 2595+00 2600+00

PO

T"

K2"2601

+70.32

S 30°20’24" E L=22395.14

00 200 200 40020 20 40


PLAN

2

12/31/13

CB1071

PLAN AND PROFILE

STA 2569+00 TO 2601+70

ALIGNMENT K2

R. COFFIN


12 OF 15

KAWEAH SUBSECTION

MA

TC

H

LI

NE ( C

B1070 )

MA

TC

H

LI

NE ( C

B1070 )

SE

E

SU

BS

EC

TI

ON

C3

MA

TC

H

LI

NE ( C

B1911 )

CB3915


ACCESS ROAD

A. POLING

J. BORGHESI

D. HUNT

4

CB3916

REALIGNED CANAL

(0.4 MILES)

ROAD CONNECTS TO NEVADA AVE

SYSTEMS FACILITY ACCESS

TOWER

100’ TALL ANTENNA

RADIO SITE WITH

(NORTH OPTION)

PS527 NEVADA

S 30°20’24" E

E 6388948.91

N 1933161.68

START STA 2634+47.80 (C3)

END STA 2601+70.32 (K2)

TIE IN TO SUBSECTION C3

120.00’

80.00’

REALIGNED NEVADA AVE

ROADWAY GRADE SEPARATION REALIGNMENT

HYDRAULIC CROSSING

SE

E

SU

BS

EC

TI

ON

C3

MA

TC

H

LI

NE ( C

B1911 )

HYDRAULIC CROSSING

RETAINING WALL



ST

A 2578

+95

EA

RT

HW

OR

KS

RE

TAI

NI

NG

WA

LL

12/31/13

HSR 06-0003

CB3915

ALIGNMENT K2

R. COFFIN

0

1"=10’

10 10 20

TWIN TRACK AT GRADE

13 OF 15

SECTION 1

SECTION 2

KAWEAH SUBSECTION

A. POLING

J. BORGHESI

D. HUNT

STA 2029+93 THROUGH 2374+40

TWIN TRACK ON RETAINED EMBANKMENT ADJACENT TO BNSF

THE CURVE DATA TABLES.

OF APPLIED SUPERELEVATION IS SHOWN IN

SUPERELEVATION IS NOT SHOWN. THE AMOUNT2.

TRACKFORM SHOWN IS INDICATIVE.1.

NOTES:

STA 2554+98 THROUGH 2578+95

STA 2374+40 THROUGH 2405+73

TYPICAL SECTIONS


AS SHOWN

c:\p

wworking\h


m\d

ms70815\

FB-

CB-3915.dgn

$P

LT

DR

VS$

$P

EN

TB

LS$

3:30:12

PM

12/10/2013

alexander.poling

HSR 06-0003

SCALE

SHEET NO.

DRAWING NO.

CONTRACT NO.

DATE

IN CHARGE

CHECKED BY

DRAWN BY

DESIGNED BY



CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

CABLE TROUGH (TYP)

2

1

EMBANKMENT (TYP)

OCS POLE (TYP)

FENCE (TYP)

3.00’ WALKWAY

OG

41.08’ - VARIES10.67’16.50’10.67’41.08’ - VARIES

1

2

HST

�

OG

3.00’ WALKWAY

120.00’ - TYPICAL - PROPOSED HST CORRIDOR

10’ MIN SWALE (TYP)

HST

�

FENCE (TYP)

8.0’ T

O 30.0’

BNSF

�

OG

FENCE (TYP)

DRAIN (TYP)CABLE TROUGH (TYP)

RETAINING WALL (TYP)EXISTING EMBANKMENT

OG

10.67’16.50’10.67’

3.00’ WALKWAY3.00’ WALKWAY

VA

RIE

S

20.00’

118.25’ - PROPOSED HST CORRIDOR

60.00’

102.00’ - MIN

55’-80’ - VARIES - APPROX60.00’ - TYPICAL

100.00’ - VARIES - BNSF CORRIDOR

50.00’ - TYPICAL 50.00’ - TYPICAL


12/31/13

HSR 06-0003

CB3916

ALIGNMENT K2

R. COFFIN

0

1"=10’

10 10 20

TWIN TRACK AERIAL VIADUCT

SECTION 3

14 OF 15

KAWEAH SUBSECTION

A. POLING

J. BORGHESI

D. HUNT

SECTION 4TWIN TRACK ADJACENT TO SINGLE TRACK BNSF

STA 2578+95 TO 2601+70

STRUCTURAL CROSS SECTIONS.

FOR STRUCTURE DIMENSIONS SEE 3.





NOTES:

TYPICAL SECTIONS

STA 2460+77 TO 2554+98

STA 2405+73 TO 2457+55


AS SHOWN

c:\p

wworking\h


m\d

ms70815\

FB-

CB-3916.dgn

$P

LT

DR

VS$

$P

EN

TB

LS$

3:30:38

PM

12/10/2013

alexander.poling

HSR 06-0003

SCALE

SHEET NO.

DRAWING NO.

CONTRACT NO.

DATE

IN CHARGE

CHECKED BY

DRAWN BY

DESIGNED BY



CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

16.50’10.67’ 10.67’

OCS POLE (TYP)

CABLE TROUGH (TYP)

HST

�

3.00’ WALKWAY 3.00’ WALKWAY

80.00’ TYPICAL - PROPOSED HST CORRIDOR

16.50’

OCS POLE (TYP)

OG

100.00’ - VARIES - BNSF CORRIDOR

2

1

3.00’ WALKWAY

102.00’ MIN

3.00’ WALKWAY

10.67’

10’ MIN SWALE (TYP) 10’ MIN SWALE (TYP)

FENCE (TYP)

HST

�

1

2

(TYP)

CABLE TROUGH


48.83’ - VARIES10.67’


60.00’ - TYPICAL - 55’-80’ - VARIES

EMBANKMENT

BNSF

�

12/31/13

HSR 06-0003

CB3917

ALIGNMENT K2

R. COFFIN

0

1"=10’

10 10 20

15 OF 15

KAWEAH SUBSECTION

A. POLING

J. BORGHESI

D. HUNT

STRUCTURAL CROSS SECTIONS.

FOR STRUCTURE DIMENSIONS SEE 3.





NOTES:

TYPICAL SECTIONS

SECTION 5TWIN TRACK TRUSS

STA 2457+55 TO 2460+77


AS SHOWN

c:\p

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m\d

ms70815\

FB-

CB-3917.dgn

$P

LT

DR

VS$

$P

EN

TB

LS$

8:20:20

PM

12/12/2013

paul.tonkin

HSR 06-0003

SCALE

SHEET NO.

DRAWING NO.

CONTRACT NO.

DATE

IN CHARGE

CHECKED BY

DRAWN BY

DESIGNED BY



CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%


CABLE TROUGH (TYP)

29.50’

MI

N

HST

�


10.67’16.50’10.67’

DRAWING NO.

SCALE

SHEET NO.

eron.sudhausen

12/9/2013

CONTRACT NO.

DATE

DATE CHK APPBYREV DESCRIPTION

DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE


c:\p

wworking\h

mm\external\eron.sudhausen-arup.co

m\d0125353\

FB-

CB-1100-

K3.dgn

5:38:18

PM


CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

12/31/13 1 OF 16

CB1100

AS SHOWN

E. TANAKA

ALIGNMENT K3

CB1101

KEY MAP

CB1102

CB1103

CB1104

CB1105

CB1106 CB1107

CB110

8

CB110

9

A. POLING HSR 06-0003

0 0 2000 2000

1"-2000’

4000

LEGENDLEGEND

PROPOSED CHST

R. COFFIN

KAWEAH SUBSECTION

CB111

0

CROSS CREEK

RAILROAD

EXISTING FREIGHT

6TH AVE

KA

NS

AS

AV

E

LA

NSI

NG

AV

E

STATE ROUTE 43

6TH AVE

NE

VA

DA

AV

E

SU

BS

EC

TIO

N

C3

SU

BS

EC

TI

ON

H

STATE ROUTE

43

ID

AH

O

AV

E

STA. 2073+97 TO 2634+00

D. HUNT

BNSF

DRAWING NO.

SCALE

SHEET NO.

paul.tonkin

12/23/2013

CONTRACT NO.

DATE


DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE


c:\p

wworking\h


m\d0125353\

FB-

CB-1101-

K3.dgn

5:44:08

PM


CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

ID

AH

O

AV

E

27.00’

7.00’

(BOTH TRACKS)

F-B TRACK PROFILE

(APPROX)

OG ALONG TRACK �

ROADWAY STRUCTURE

FOR HST

CLEARANCE ENVELOPE

DIT

CH

RE

ALI

GN

ME

NT

DIT

CH

140

160

180

200

220

240

260

280

300

320320

140

160

180

200

220

240

260

280

300

320320

2073+97 2080+00 2090+00 2100+00 2110+00 2120+00 2130+00

2073

+97.00

EL

EV 242.03

-0.076%

LA

KE

SI

DE

DIT

CH

2075+00 2080+00 2085+00 2090+00 2095+00 2100+00 2105+00 2110+00 2115+00 2120+00 2125+00 2130+00

PO

T"

K3" 2073

+97.00

TS"

K3" 2106

+04.70

ï »¿S 0î��17’55" W L=32 LS=2500

2 OF 16

E. TANAKA

AS SHOWN

CB1101

PLAN AND PROFILE

ALIGNMENT K3

MA

TC

H

LI

NE ( C

B1102 )

MA

TC

H

LI

NE ( C

B1102 )

ID

AH

O

AV

E

12/31/13


R. COFFIN

KAWEAH SUBSECTION

MA

TC

H

LI

NE ( C

B1831 ) -

SE

E

SU

BS

EC

TI

ON

HM

AT

CH

LI

NE ( C

B1831 ) -

SE

E

SU

BS

EC

TI

ON

H

1

CB3161

00 200 200 40020 20 40


Exc

Emb

STATION

CY

TOTAL

PLAN


STA. 2073+97 TO 2130+00

OPTION)

(NORTH

SRS6B

OPTION)

(SOUTH

SRS6B

ACCESS ROAD



HYDRAULIC CROSSING

DITCH REALIGNMENT

HYDRAULIC CROSSING

D. HUNT

DIT

CH

DITCH REALIGNMENT

LA

KE

SI

DE

DIT

CH

E 6387334.59

N 1986249.08

START STA 2073+97.00 (K3)

END STA 2144+63 (H)

TIE IN TO SUBSECTION H

DRAWING NO.

SCALE

SHEET NO.

frank.paler

mo

12/31/2013

CONTRACT NO.

DATE


DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE


c:\p

wworking\h

mm\external\frank.paler

mo01-arup.co

m\d0125353\

FB-

CB-1102-

K3.dgn

11:27:00

AM


CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

JA

CK

SO

N

AV

E

27.00’

7.00’

(BOTH TRACKS)

F-B TRACK PROFILE

(APPROX)

OG ALONG TRACK �

FOR HST

CLEARANCE ENVELOPE

ROADWAY STRUCTURE

140

160

180

200

220

240

260

280

300

320320

140

160

180

200

220

240

260

280

300

320320

2130+00 2140+00 2150+00 2160+00 2170+00 2180+00 2186+00

2144

+30.00

BV

C

EL

EV 236.68

2150

+30.00

EL

EV 236.23

2156

+30.00

EV

C

EL

EV 235.80

-0.076% -0.071%

VC=1200’

K=242698

2130+002135+00

2140+002145+00 2150+00 2155+00 2160+00 2165+00 2170+00

2175+002180+00

2185+00

SC"

K3" 2131

+04.70

3 OF 16

E. TANAKA

AS SHOWN

CB1102

PLAN AND PROFILE

STA. 2130+00 TO 2186+00

ALIGNMENT K3

MA

TC

H

LI

NE ( C

B1101 )

MA

TC

H

LI

NE ( C

B1103 )

MA

TC

H

LI

NE ( C

B1101 )

MA

TC

H

LI

NE ( C

B1103 )

JA

CK

SO

N

AV

E

12/31/13


R. COFFIN

KAWEAH SUBSECTION

943925002.746.0025040


40

CB3161

1

MELGA CANAL

ACCESS ROAD

00 200 200 40020 20 40


Exc

Emb

STATION

CY

TOTAL

PLAN

ANTENNA TOWER

WITH 100’ TALL

RADIO SITE

(SOUTH OPTION)

JACKSON

TPSS502

STATION

UTILITY SWITCHING

DITCH REALIGNMENT DITCH REALIGNMENT

JACKSON AVE (0.2 MILES)

SYSTEMS FACILITY ACCESS ROAD CONNECTS WITH

ACCESS ROAD


200.00’

160.00’

200.00’

160.00’

CANAL REALIGNMENT



(0.2 MILES)

JACKSON AVE

ROAD CONNECTS WITH

SYSTEMS FACILITY ACCESS

220.00’

160.00’

160.00’

220.00’

D. HUNT

UTILITY SWITCHING STATION

TALL ANTENNA TOWER


(NORTH OPTION)

TPSS502 JACKSON

LA

KE

SI

DE

DIT

CH

28600

115 KV LINE (NORTH OPTION)


115 KV LINE (SOUTH OPTION)


END OF DITCH

115 KV LINE TO BE RELOCATED

EXISTING HENRIETTA-KINGSBURG

2 X 115 KV LINES

EXISTING KINGSBURG-CORCORAN

4 OF 16

E. TANAKA

AS SHOWN

CB1103

PLAN AND PROFILE

STA. 2186+00 TO 2242+00

ALIGNMENT K3

MA

TC

H

LI

NE ( C

B1102 )

MA

TC

H

LI

NE ( C

B1104 )

MA

TC

H

LI

NE ( C

B1102 )

MA

TC

H

LI

NE ( C

B1104 )

JE

RS

EY

AV

E

12/31/13


R. COFFIN

KAWEAH SUBSECTION

CB3161

1

25040 943925002.746.00


40

STATE ROUTE

43

SEPARATION ALIGNMENT

ROADWAY GRADE



ME

LG

A

CA

NA

L

00 200 200 40020 20 40


Exc

Emb

STATION

CY

TOTAL

PLAN

CANAL REALIGNMENT

HYDRAULIC CROSSING

D. HUNT

28600

RETENTION BASIN

CLOSEDTO BEROADWAY

CANAL REALIGNMENT

HYDRAULIC CROSSING

HYDRAULIC CROSSING

DRAWING NO.

SCALE

SHEET NO.

alexander.poling

12/12/2013

CONTRACT NO.

DATE


DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE


c:\p

wworking\h


m\d0125353\

FB-

CB-1103-

K3.dgn

8:47:18

AM


CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

CA

NA

L

JE

RS

EY

AV

E

(BOTH TRACKS)

F-B TRACK PROFILE

(APPROX)

OG ALONG TRACK �

140

160

180

200

220

240

260

280

300

320320

140

160

180

200

220

240

260

280

300

320320

2186+00 2190+00 2200+00 2210+00 2220+00 2230+00 2240+002242+00

2200

+22.40

BV

C

EL

EV 232.68

2206

+22.40

EL

EV 232.26

2212

+22.40

EV

C

EL

EV 231.61

-0.071%-0.107%

VC=1200’

K=32938

2185+002190+00

2195+002200+00

2205+00 2210+00 2215+00 2220+00 2225+00 2230+002235+00

2240+00

CS"

K3" 2225

+44.12

LS=2500

DRAWING NO.

SCALE

SHEET NO.

alexander.poling

12/12/2013

CONTRACT NO.

DATE


DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE


c:\p

wworking\h


m\d0125353\

FB-

CB-1104-

K3.dgn

8:48:22

AM


CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

ST

AT

E

RO

UT

E 43

RE

ALI

GN

ED

KE

NT

AV

E

16.50’

27.00’

7.00’

7.50’

(BOTH TRACKS)

F-B TRACK PROFILE

(APPROX)

OG ALONG TRACK �

FOR STATE ROUTE 43

CLEARANCE ENVELOPE

HST STRUCTURE

ROADWAY STRUCTURE

FOR HST

CLEARANCE ENVELOPE

EXIS

TI

NG

KE

NT

AV

E

140

160

180

200

220

240

260

280

300

320320

140

160

180

200

220

240

260

280

300

320320

2242+00 2250+00 2260+00 2270+00 2280+00 2290+00 2298+00

-0.107%

11.50’

BENT CAP

2245+00 2250+00 2255+00 2260+00 2265+00 2270+00 2275+00 2280+00 2285+00 2290+002295+00

TS"

K3" 2263

+61.10

SC"

K3" 2288

+61.10

ï »¿S 24î��13’03" W L=13 LS=2500

ST"

K3" 2250

+44.12

00 200 200 40020 20 40


Exc

Emb

STATION

CY

TOTAL

PLAN

5 OF 16

E. TANAKA

AS SHOWN

CB1104

PLAN AND PROFILE

STA. 2242+00 TO 2298+00

ALIGNMENT K3

MA

TC

H

LI

NE ( C

B1103 )

MA

TC

H

LI

NE ( C

B1105 )

MA

TC

H

LI

NE ( C

B1103 )

MA

TC

H

LI

NE ( C

B1105 )


R. COFFIN

KAWEAH SUBSECTION

CB3161

41 250 28600 6.00 2.74 2500 24733

CB3161

1


CB3161

1

41

2


ROADWAY GRADE




ROADWAY GRADE

(EAST OPTION)

SRS 7

(WEST OPTION)

SRS 7

KE

NT

AV

E

STATE ROUTE

43

ST

A 2243

+72

ST

EE

L

TR

US

S

EA

RT

HW

OR

KS

ST

A 2249

+46

EA

RT

HW

OR

KS

ST

EE

L

TR

US

S

AERIAL STEEL TRUSS

CANAL REALIGNMENT

ACCESS ROAD

ACCESS ROAD

D. HUNT

12/31/13

REALIGNED KENT AVE

DRAWING NO.

SCALE

SHEET NO.

paul.tonkin

12/23/2013

CONTRACT NO.

DATE


DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE


c:\p

wworking\h


m\d0125353\

FB-

CB-1105-

K3.dgn

5:37:28

PM


CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

RE

ALI

GN

ED

KA

NS

AS

AV

E

27.00’

7.00’

ROADWAY STRUCTURE

(BOTH TRACKS)

F-B TRACK PROFILE

(APPROX)

OG ALONG TRACK �

FOR HST

CLEARANCE ENVELOPE

EXIS

TI

NG

KA

NS

AS

AV

E

140

160

180

200

220

240

260

280

300

320320

140

160

180

200

220

240

260

280

300

320320

2298+002300+00 2310+00 2320+00 2330+00 2340+00 2350+00 2354+00

-0.107%

2300+002305+00

2310+00 2315+00 2320+00 2325+00 2330+00 2335+002340+00

2345+002350+00

2355+00

6 OF 16

E. TANAKA

AS SHOWN

CB1105

PLAN AND PROFILE

STA. 2298+00 TO 2354+00

ALIGNMENT K3

MA

TC

H

LI

NE ( C

B1104 )

MA

TC

H

LI

NE ( C

B1106 )

MA

TC

H

LI

NE ( C

B1104 )

MA

TC

H

LI

NE ( C

B1106 )

12/31/13


R. COFFIN

KAWEAH SUBSECTION

25002.746.002860025041 24733


41

1



CB3161

KA

NS

AS

AV

E

00 200 200 40020 20 40


Exc

Emb

STATION

CY

TOTAL

PLAN


CANAL REALIGNMENT

HYDRAULIC CROSSING

D. HUNT

REALIGNED KANSAS AVE

DRAWING NO.

SCALE

SHEET NO.

paul.tonkin

12/12/2013

CONTRACT NO.

DATE


DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE


c:\p

wworking\h


m\d0125353\

FB-

CB-1106-

K3.dgn

8:33:12

PM


CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

LA

NSI

NG

AV

E

(BOTH TRACKS)

F-B TRACK PROFILE

(APPROX)

OG ALONG TRACK �

CA

NA

L

DIT

CH

140

160

180

200

220

240

260

280

300

140

160

180

200

220

240

260

280

300

2354+00 2360+00 2370+00 2380+00 2390+00 2400+00 2410+00

-0.107%

2355+002360+00

2365+002370+00 2375+00 2380+00 2385+00 2390+00 2395+00

2400+002405+00

2410+00

7 OF 16

E. TANAKA

AS SHOWN

CB1106

PLAN AND PROFILE

STA. 2354+00 TO 2410+00

ALIGNMENT K3

MA

TC

H

LI

NE ( C

B1105 )

MA

TC

H

LI

NE ( C

B1107 )

MA

TC

H

LI

NE ( C

B1105 )

MA

TC

H

LI

NE ( C

B1107 )


R. COFFIN

KAWEAH SUBSECTION

CB3161

1



41

41 250 28600 6.00 2.74 2500 24733


ACCESS ROAD

(SOUTH OPTION)

LANSING PS

PS526

LA

NSI

NG

AV

E

CA

NA

L

(NORTH OPTION)

LANSING PS

PS526

00 200 200 40020 20 40


Exc

Emb

STATION

CY

TOTAL

PLAN

ROADWAY TO BE CLOSED

120.00’

TALL ANTENNA TOWER


80.00’

120.00’

HYDRAULIC CROSSING

HYDRAULIC CROSSING

D. HUNT

12/31/13

DIT

CH

80.00’

TALL ANTENNA TOWER


ACCESS ROAD

RIVERINE ENVIRONMENT

RELOCATED SEASONAL

HYDRAULIC CROSSINGHYDRAULIC CROSSING

DRAWING NO.

SCALE

SHEET NO.

alexander.poling

12/12/2013

CONTRACT NO.

DATE


DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE


c:\p

wworking\h


m\d0125353\

FB-

CB-1107-

K3.dgn

8:52:03

AM


CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

FE

MA

FL

OO

DP

LAI

N

LI

MIT

OF 100

YR

DIT

CH

DIT

CH

DIT

CH

CR

EE

K

FL

OO

DP

LAI

N

LI

MIT

OF

CR

OS

S (APPROX)

OG ALONG TRACK �

(BOTH TRACKS)

F-B TRACK PROFILE

AND DRAINAGE REPORT".

TO BAKERSFIELD HYDROLOGY, HYDRAULICS,

100YR FLOOD ELEVATION, SEE "FRESNO

140

160

180

200

220

240

260

280

300

320320

140

160

180

200

220

240

260

280

300

320320

2410+00 2420+00 2430+00 2440+00 2450+00 2460+00 2466+00

2417

+17.74

BV

C

EL

EV 209.58

2423

+17.74

EL

EV 208.94

2429

+17.74

EV

C

EL

EV 212.67

2441

+17.74

BV

C

EL

EV 220.14

2447

+17.74

EL

EV 223.88

2453

+17.74

EV

C

EL

EV 224.77

-0.107%

0.623%

0.150%

VC=1200’

K=1644

VC=1200’

K=2538

FL

OO

DW

AY

DE

SI

GN

AT

ED

LI

MIT

OF

CV

FP

B

2410+002415+00

2420+002425+00 2430+00 2435+00 2440+00 2445+00 2450+00

2455+002460+00

2465+00

8 OF 16

E. TANAKA

AS SHOWN

CB1107

PLAN AND PROFILE

STA. 2410+00 TO 2466+00

ALIGNMENT K3

MA

TC

H

LI

NE ( C

B1106 )

MA

TC

H

LI

NE ( C

B1108 )

MA

TC

H

LI

NE ( C

B1106 )

MA

TC

H

LI

NE ( C

B1108 )

12/31/13


R. COFFIN

KAWEAH SUBSECTION

41


25002.746.0028600250 24733

1

4

CB3161

CB3162

41

DIT

CH

DIT

CH

DIT

CH

00 200 200 40020 20 40


Exc

Emb

STATION

CY

TOTAL

PLAN



RETAINING WALL

VIADUCT

ST

A 2447

+06

VI

AD

UC

T

RE

TAI

NI

NG

WA

LL

CROSS CREEK (K1-6) AND TAUSSIG AVENUE (L1-4)

WILDLIFE CROSSINGS TO BE PROVIDED AS REQUIRED BETWEEN

TURNAROUND

LADDER ACCESS

HYDRAULIC CROSSING

3

CB3162

ST

A 2425

+00

RE

TAI

NI

NG

WA

LL

EA

RT

HW

OR

KS

CROSSING

HYDRAULIC

D. HUNT

WILDLIFE MUST BE MAINTAINED.

AGENCIES. SAFE PASSAGE OF FLOOD FLOWS AND

PROVIDED SUBJECT TO APPROVAL OF APPROPRIATE

EMBANKMENT OR AN ALTERNATIVE STRUCTURE MAY BE

DRAWING NO.

SCALE

SHEET NO.

alexander.poling

12/12/2013

CONTRACT NO.

DATE


DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE


c:\p

wworking\h


m\d0125353\

FB-

CB-1108-

K3.dgn

8:53:32

AM


CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

CR

OS

S

CR

EE

K

24.00’

8.50’

FOR BNSF

CLEARANCE ENVELOPE

(BOTH TRACKS)

F-B TRACK PROFILE

(APPROX)

OG ALONG TRACK �




DIT

CH

7.50’

18.00’

18.00’

HST STRUCTURE

140

160

180

200

220

240

260

280

300

320320

140

160

180

200

220

240

260

280

300

320320

2466+00 2470+00 2480+00 2490+00 2500+00 2510+00 2520+002522+00

2503

+97.81

BV

C

EL

EV 232.38

2513

+97.81

EL

EV 233.87

0.150%

VC=2000’

K=7500


CROSS CREEK LEVEE


CROSS CREEK LEVEE

HST STRUCTURE

2465+002470+00

2475+002480+00

2485+00 2490+00 2495+00 2500+00 2505+00 2510+002515+00

2520+00

9 OF 16

E. TANAKA

AS SHOWN

CB1108

PLAN AND PROFILE

STA. 2466+00 TO 2522+00

ALIGNMENT K3

MA

TC

H

LI

NE ( C

B1107 )

MA

TC

H

LI

NE ( C

B1109 )

MA

TC

H

LI

NE ( C

B1107 )

MA

TC

H

LI

NE ( C

B1109 )

12/31/13


R. COFFIN

KAWEAH SUBSECTION

41

CB3162

4

CB3163

5

41 250 28600 6.00 2.74 2500 24733


CB3161

2 4

CB3162

BNSF

VIADUCT

CR

OS

S

CR

EE

K

00 200 200 40020 20 40


Exc

Emb

STATION

CY

TOTAL

PLAN


ACCESS ROAD

FOR COMPOUND

TO BE PROVIDED

FLOOD PROTECTION

FOR COMPOUND

TO BE PROVIDED

FLOOD PROTECTION

ROAD

ACCESS

VIADUCT

MAINTENANCE TURNAROUND AREA

MAINTENANCE TURNAROUND AREA



LADDER ACCESS TURNAROUNDLADDER ACCESS TURNAROUND






D. HUNT

HYDRAULIC CROSSING

TRUSS

STEEL

AERIAL

250’ OF WAYSIDE FACILITY

ACCESS TO BE MADE WITHIN

LEVEL TO TRACK LEVEL

SRS8 (EAST OPTION) GROUND

250’ OF WAYSIDE FACILITY

ACCESS TO BE MADE WITHIN

LEVEL TO TRACK LEVEL

SRS8 (WEST OPTION) GROUND

ST

A 2483

+28

ST

EE

L

TR

US

S

VI

AD

UC

T

ST

A 2486

+50

VI

AD

UC

T

ST

EE

L

TR

US

S

DRAWING NO.

SCALE

SHEET NO.

alexander.poling

12/12/2013

CONTRACT NO.

DATE


DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE


c:\p

wworking\h


m\d0125353\

FB-

CB-1109-

K3.dgn

8:54:51

AM


CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

HST STRUCTURE HST STRUCTURE

24.00’

FOR BNSF

CLEARANCE ENVELOPE

16.50’

8.50’ (BOTH TRACKS)

F-B TRACK PROFILE

20.67’

HYDRAULICS, AND DRAINAGE REPORT".

"FRESNO TO BAKERSFIELD HYDROLOGY,

100YR FLOOD ELEVATION, SEE(APPROX)

OG ALONG TRACK �CLEARANCE ENVELOPE

FOR SYSTEM FACILITY

ACCESS ROAD

CA

NA

L

140

160

180

200

220

240

260

280

300

320320

140

160

180

200

220

240

260

280

300

320320

2522+00 2530+00 2540+00 2550+00 2560+00 2570+00 2578+00

2523

+97.81

EV

C

EL

EV 232.70

-0.117%

VC=2000’

K=7500

14.50’

2525+002530+00 2535+00 2540+00 2545+00 2550+00 2555+00 2560+00 2565+00 2570+00 2575+00

CS"

K3" 2535

+94.21

ST"

K3" 2560

+94.21

LS=2500 ï »¿S 30î��20’24" E L=73

E. TANAKA

10 OF 16

AS SHOWN

CB1109

PLAN AND PROFILE

STA. 2522+00 TO 2578+00

ALIGNMENT K3

MA

TC

H

LI

NE ( C

B1108 )

MA

TC

H

LI

NE ( C

B1108 )

MA

TC

H

LI

NE ( C

B1110 )

MA

TC

H

LI

NE ( C

B1110 )

12/31/13


R. COFFIN

KAWEAH SUBSECTION

CB3163

5

25002.746.002860025041 24733


41 � CHST NB ALIGNMENT K3


CB3162

4

VIADUCT

BNSF

STATE ROUTE 43

00 200 200 40020 20 40


Exc

Emb

STATION

CY

TOTAL

PLAN

SYSTEMS FACILITY

ACCESS ROAD FOR

SYSTEMS FACILITY

ACCESS ROAD FOR



CANAL REALIGNMENT

HYDRAULIC CROSSING





D. HUNT

CROSSING

HYDRAULIC

END OF CANALTURNAROUND

LADDER ACCESS

CANAL

DRAWING NO.

SCALE

SHEET NO.

alexander.poling

12/12/2013

CONTRACT NO.

DATE


DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE


c:\p

wworking\h


m\d0125353\

FB-

CB-1110-

K3.dgn

8:56:04

AM


CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

DIT

CH

CA

NA

L

CA

NA

L

EXIS

TI

NG

NE

VA

DA

AV

E

FE

MA

FL

OO

DP

LAI

N

LI

MIT

OF 100

YR

CR

EE

K

FL

OO

DP

LAI

N

LI

MIT

OF

CR

OS

S

RE

ALI

GN

ED

NE

VA

DA

AV

E

27.00’

7.00’

(BOTH TRACKS)

F-B TRACK PROFILE

(APPROX)

OG ALONG TRACK �

FOR HST

CLEARANCE ENVELOPE

ROADWAY STRUCTURE




140

160

180

200

220

240

260

280

300

320320

140

160

180

200

220

240

260

280

300

320320

2578+002580+00 2590+00 2600+00 2610+00 2620+00 2630+00 2633+96

2582

+97.81

BV

C

EL

EV 225.80

2588

+97.81

EL

EV 225.10

2594

+97.81

EV

C

EL

EV 221.88

2606

+97.81

BV

C

EL

EV 215.45

2612

+97.81

EL

EV 212.23

2618

+97.81

EV

C

EL

EV 211.07

-0.117%

-0.536%

-0.193%

VC=1200’

K=2862

VC=1200’

K=3495

FL

OO

DW

AY

DE

SI

GN

AT

ED

LI

MIT

OF

CV

FP

B

2580+00 2585+00 2590+00 2595+00 2600+00 2605+00 2610+00 2615+00 2620+00 2625+00 2630+00 2633+96

PO

T"

K3" 2633

+96.34

S 30°20’24" E L=7302.13

00 200 200 40020 20 40


Exc

Emb

STATION

CY

TOTAL

PLAN

E. TANAKA

11 OF 16

AS SHOWN

CB1110

PLAN AND PROFILE

STA. 2578+00 TO 2634+00

ALIGNMENT K3

MA

TC

H

LI

NE ( C

B1109 )

12/31/13

MA

TC

H

LI

NE ( C

B1109 )


R. COFFIN

KAWEAH SUBSECTION

VIADUCT

CB3164

6CB3162

4

CB3164

7

RETAINING WALL

NE

VA

DA

AV

E

BNSF

STATE ROUTE 43

ACCESS ROAD



CA

NAL

CA

NA

L


(0.1 MILES)

CONNECTS WITH NEVADA AVE

SYSTEMS FACILITY ACCESS ROAD

80.00’

120.00’

(NORTH OPTION)

NEVADA PS

PS527

MA

TC

H

LI

NE -

SE

E

SU

BS

EC

TI

ON

C3 (C

B1911)

MA

TC

H

LI

NE -

SE

E

SU

BS

EC

TI

ON

C3 (C

B1911)

ST

A 2616

+00

EA

RT

HW

OR

KS

RE

TAI

NI

NG

WA

LL

CB3165

8



SYSTEMS FACILITY

ACCESS ROAD FOR

HYDRAULIC CROSSING

CANAL REALIGNMENT

E 6388948.91

N 1933161.68

START STA 2634+47.80 (C3)

END STA 2633+96.34 (K3)

TIE IN TO SUBSECTION C3



BE PROVIDED SUBJECT TO APPROVAL OF APPROPRIATE

EMBANKMENT OR AN ALTERNATIVE STRUCTURE MAY

D. HUNT

BASIN

RETENTION

CROSSING

HYDRAULIC

TALL ANTENNA TOWER


REALIGNMENT

CANAL

HYDRAULIC CROSSING

NEVADA AVE

REALIGNED

ST

A 2585

+85

RE

TAI

NI

NG

WA

LL

VI

AD

UC

T

CANAL REALIGNMENT

DRAWING NO.

SCALE

SHEET NO.

alexander.poling

12/12/2013

CONTRACT NO.

DATE


DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE


c:\p

wworking\h


m\d0125353\

FB-

CB-3161-

K3 .dgn

8:56:47

AM


CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%


CABLE TROUGH (TYP)

29.50’

MI

N

HST

�


10.67’16.50’10.67’

CABLE TROUGH (TYP)

2

1

EMBANKMENT (TYP)

OCS POLE (TYP)

FENCE (TYP)

3.00’ WALKWAY

1

2

HST

�

3.00’ WALKWAY

120.00’ - TYPICAL - VARIES - PROPOSED HST CORRIDOR


41.08’ - VARIES10.67’16.50’10.67’41.08’ - VARIES


OG OG

0

1"=10’

10 10 20

SECTION 1

CB3161

AS SHOWN

E. TANAKA

12 OF 1612/31/13

HSR 06-0003

SECTION 2

KAWEAH SUBSECTION

ALIGNMENT K3

R. COFFIN

A. POLING


SUPERELEVATION IS SHOWN IN

THE AMOUNT OF APPLIED

SUPERELEVATION IS NOT SHOWN.

STRUCTURAL CROSS SECTIONS

FOR STRUCTURE DIMENSIONS SEE

TRACKFORM SHOWN IS INDICATIVE

3.

2.

1.

NOTES:

STA 2249+46 THROUGH STA 2425+00


TWIN TRACK - AT-GRADE WITH OPEN DRAINAGE



TWIN TRACK TRUSS

D. HUNT

TYPICAL SECTIONS

DRAWING NO.

SCALE

SHEET NO.

alexander.poling

12/12/2013

CONTRACT NO.

DATE


DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE


c:\p

wworking\h


m\d0125353\

FB-

CB-3162-

K3.dgn

8:57:14

AM


CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

60.00’

10.67’16.50’10.67’

64.00’ 20.00’


OCS POLE (TYP)

FENCE (TYP)

OG

FENCE (TYP)

CABLE TROUGH (TYP)


HST

�

RETAINING WALL (TYP)

DRAINAGE (TYP)

10’ MIN SWALE (TYP)10’ MIN SWALE (TYP)

16.50’10.67’ 10.67’

OCS POLE (TYP)

CABLE TROUGH (TYP)

HST

�

80.00’ TYPICAL - PROPOSED HST CORRIDOR


0

1"=10’

10 10 20

SECTION 3

CB3162

AS SHOWN

E. TANAKA

13 OF 1612/31/13

HSR 06-0003

SECTION 4

KAWEAH SUBSECTION

ALIGNMENT K3

R. COFFIN

A. POLING








3.

2.

1.

NOTES:


TWIN TRACK - ON RETAINED EMBANKMENT

D. HUNT

TYPICAL SECTIONS




TWIN TRACK - AERIAL VIADUCT

DRAWING NO.

SCALE

SHEET NO.

$U

SE

R$

$D

AT

E$

CONTRACT NO.

DATE


DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE


$FIL

E$

$TI

ME$


CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

3.00’ WALKWAY

10.67’ 16.50’ 10.67’

25.00’ MIN

OCS POLE (TYP)

OG

BNSF

�

3.00’ WALKWAY

HST

�

24.00’

MI

N

HST � - LOCATION VARIES

CABLE TROUGH (TYP)

100’ BNSF CORRIDOR

50.00’ TYPICAL25.00’ - TYPICAL

BNSF

�

POSSIBLE FUTURE

0

1"=10’

10 10 20

SECTION 5

CB3163

AS SHOWN

E. TANAKA

14 OF 1612/31/13

HSR 06-0003

KAWEAH SUBSECTION

ALIGNMENT K3

R. COFFIN

A. POLING

VARIES 121.00’ TO 151.00’

3.

2.

1.

NOTES:








D. HUNT

TYPICAL SECTIONS


TWIN TRACK - ELEVATED SLAB OVER BNSF

PROPOSED HST CORRIDOR - VARIES 151.00’ TO 181.00’

DRAWING NO.

SCALE

SHEET NO.

alexander.poling

12/12/2013

CONTRACT NO.

DATE


DRAWN BY

DESIGNED BY

CHECKED BY

IN CHARGE


c:\p

wworking\h


m\d0125353\

FB-

CB-3164-

K3.dgn

8:58:20

AM


CONSTRUCTION

NOT FOR

-

DESIGN SUBMISSION

RECORD SET 15%

10.67’16.50’10.67’


FENCE (TYP)

OGDRAIN (TYP)

RETAINING WALL (TYP)

FENCE (TYP)

OG

OCS POLE (TYP)



HST

�

(TYP)

CABLE TROUGH

EMBANKMENT

BNSF

�


60.00’ - TYPICAL


60.00’ 20.00’

102.00’ MIN

100.00’ - TYPICAL - BNSF CORRIDOR

16.50’

OCS POLE (TYP)

OG

100.00’ - TYPICAL - BNSF CORRIDOR

2

1

3.00’ WALKWAY

102.00’ MIN

3.00’ WALKWAY

10.67’

10’ MIN SWALE (TYP) 10’ MIN SWALE (TYP)

FENCE (TYP)

HST

�

1

2

(TYP)

CABLE TROUGH


48.83’ - VARIES10.67’


EMBANKMENT

BNSF

�

60.00’ - TYPICAL

0

1"=10’

10 10 20

SECTION 7

CB3164

AS SHOWN

E. TANAKA

15 OF 1612/31/13

HSR 06-0003

SECTION 6

KAWEAH SUBSECTION

ALIGNMENT K3

R. COFFIN

A. POLING








3.

2.

1.

NOTES:


TWIN TRACK - RETAINED EMBANKMENT ADJACENT TO SINGLE TRACK BNSF


TWIN TRACK - ADJACENT TO SINGLE TRACK BNSF

D. HUNT

VARIES - 118.25’ - PROPOSED HST CORRIDOR

TYPICAL SECTIONS

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