FB USACE Sec 404 Individual Permit Application Jan2014 · 2014-07-24 · LEMDOFIE NI.S+ tE.MOORE tUo'IALAtll . sr~or•o~ KIJVGS . cauR.rw 'f .Avenal -1, ?'~ KERN COUNrf ~ o . A ~

CALIFORNIA HIGH-SPEED TRAIN PROJECT SECTION 404 INDIVIDUAL PERMIT APPLICATION FRESNO TO BAKERSFIELD SECTION

Figure 1 Fresno to Bakersfield HST alignments

i ~:: ·1: z ! ~ ~ 18 v . ..,

"'I'" li · ~ ·- ·-·-·-·~£:..._.

Oata s.ource: URS, 2013

0

0 M1les

10

Kilometers

10

20

~CALIFORNIA ~ 'ql High-Speed Rail Aurhority (eil

- Preferred alternative

-- Proposed preliminal'{ LEDPA

- Alternative alignment

0 station

U.S. Department of Transportation Federal Railroad Administration

Stream

Existing rail l ine

Community / Urban area

[ :.] County boundary

Septemb!f" 26, 2013

LEMDOFIE NI.S+

tE.MOORE tUo'IALAtll sr~or•o~

KIJVGS cauR.rw

'f .Avenal

-1, ?'~

KERN COUNrf ~ o A ~

A)

<' 33 ..,

Q HSR Station

- HSR Alignment

- Other Rail Lines

+Mum~ u Lost Hills

CONSTRUCTION PACKAGE 1

CALIFO RNIA

1 ,000 FEET SOUTH OF EAST AMERICAN AVE

AUGNMENT AS APPROVED BY AUTHORITY: NOT YET APPROVED BY FRA (MAY 2014)

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Rectangle

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Typewritten Text

Figure 2 Construction Packages

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Rectangle

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Rectangle


Figure 3 PP1 – Fresno County

Ci!)

' .:0~ 'Por

- w Kamm 1\ve

Di'llta '>oaUrCP.: URS,IH~'IM/Arup .1-1, 2013.

2 I

Miles

Kilometers

0 stat ion

- - Existing rail line

-- Stream

~CALIFORNIA ~ 'ql High-Speed Rail Authority ~.,

U.S. Department or Transportation Fe<1era.1 Railroad Administration

"' ,. ~.

4> 1! T ""' " 4-

"' IE-

Eikhofn Ave

C-=:i Ccunty boundary

- Footprint

Ccmmunity/Urban are~

VIew A""-

/

/. /

/

/ @ \,


Figure 4PP1 – Kings County

II ) 41" -" 1/ t- Mt WhttM)' A~&

" > 'I <{

II c >-;:

~XC!;-Slor ~ve

L8t1oore.

I .. ~

H;tnford "' ~ G'angevHle Blw!- -C

%: 1-

"' 0

Kan-sas ;~ve--

Data 5our~: URS/UMM/ Art.F JV, :2013.

Existing rail line J 0 Station

L 4 Stream

Milos

4

Kllor'lete.:.

~CALIFORNIA ~ 'ql High-Speed Rail Authority '{_.,


'>

"' _/::_ >-"' (f)

~ v ,. "' r. ,_

"'

[ -_=:j County boundary

-Footprint

Alf( 192

Commun lty /Urban area

AVF:- 2-{1()

AVE

Nc•1ember 7. 20 lJ


Figure 5 PP1 – Tulare County

D1t11 'ouree: URS.,1 1Mi"".{Arup-JV1 :2013 .

j 0 Station

-- Existing rail line

-- Stream

P.lile;

0 8 I I

Kit·;~ meters


U.S. Department or Transportation Fe<lera.r Railroad Administration

l__ _ _i County boundi!ry

-Footprint

Community/Urban area

AVE

CR )2;


Figure 6 PP1 – Kern County

Kimberllna Rd

W Lerdo Hwy

[ t

0 Station

j * PPl tem illus

-- Existing rail line

2 I

4 I

-- Stream {'-lie~

0 4 "' Kllometers



["_=:i County boundary

- Footprilt

Community/Urban area

'Q o!

" .s:; ., <(

"D

"' " ;f I

Ret

.;

... J --..._ ,. ~ag!_L Iii ~'loi-t :t "$-;/ II)

Hovemlx!r 71 20LJ


Figure 7 Kings River Crossing Engineering Design (Sheet 1)

~ ,. N

"' N N

> "' "' ~

if :c: ~ n

EVC 1476+50.00 BVC 1562•50.00

LELEV 297.75 LLEV 303.06

--~----~------------------------------------------------------------------~~~0~·~06~2~~~-----------------------------\--------------------~----~-------------

121 '-6"

COLE SLOUGH

DATUM ELEV = 150.00

1485+00

TOP OF RAIL HH. LINE NO SCALE

TOTAL LENCTH or BRIDCE • 13292'-6" (MEASI.flED ALONC " H" LINE)

121' -6"

I

TOP OF R~IL I

1490+00

ELEVATION SCALE I " = 4 0'

PLAN SCALE I" = 40'

12o'-o"

PARAPH, TYI'

120'-0" 12o'-o"

EXPANSION JOINT, TYP

120'-0"

1495+00

.!::lQliS ·1. NOT ALL PILES SHOWN

:2. PILE LENGTH TO BE DETERIIINED

3, SUPERSTRUCTURE CONSTRUCTION, UON SIWPU SPANS -CONTINUOUS SPANS-

STEEL TRUSS

ELEVATED SLABS

loiSS OR <LPII BCC - PRECAST

IN-SITu INSITu, SLID OR LAUNCHED PC BEAll AND INSITU SLAB

4 . UTILITY LOCATIONS TO BE OETERIIINED

5. ACCESS STAIRWAYS ARE PROVIDED AT SYSTEioiS SITES (APPROX. 2.5 WILE I NTERVALS) . LADDER ACCESS TO VIADUCTS IS PROVIDED AT 2500 FT INTERVALS WITH ACCESS ROAD AoNO TtJRNING CI~CLE WHERE NECE!'>SARY.

LEGEND:

CD STRUCTURE APPIIOACH SLAB

@ RETAINING WALL

* ESTIIIATED 100-YEAR FLOOD ELEVATION, SEE "F RESNO TO BAKERSFIELD CORRIDOR HTDROLOOY, HYDRAULICS AND DRAINAGE 15~ DRAFT REPORT" ,

CURVE DATA

R • 36500.00' A • sa• DS' 38.8" T ~:~ ZOZ11.5' L ~ 37008.6'

1":.40' ~ ~~~----~~~-,--~-----------------------------------,~~~~~~----r-----------~~----------------------?-~----~--------------------------------r---------------------------------------------------7~==~.~-~------~

w. FISHER ~ CAUFORNIA HIGH- SPEED TRAIN PROJECT HSR 06-0003

\i.'OftizA II!COIID an"' ~ ~- FRESNO TO BAKERSFIELD _.._

~~±==I=I=E±===============j~-~"""5"'~~~01110

·" au••

11110

N y 1-iMM AF4P - ~ HANFORD SUBSECTION SV2262 - ~ A. ARYS!ROijC .>... 'I ALIGNIAENT H ~ R.~FI~ co::; .. ::,oN ~~!f£?15!'!!,~ KINGS RIVER VIADUCT AS SHOWN ~ l-+------lf-+-4--+-----------------------------------4ibi .. ;i;,.f:,':2~13-:-_,~,::-13:-i FHOtKTYrT;;I;OVrvw.,_,""'"', PLAN AND ELEVATION MEt 5 OF 1 8

~CALIFORNIA ~~ ~i~r~t~~:~~ 'ql High-Speed Rail Authority ~ Federal Railroad

_.,.. Administration

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Figure 8

Kings River Crossing Engineering Design (Sheet 2)

~ ~ ~

~ n

EVC 1~7H5C.OO BVC 1562+50,00

LELEV 297.75 j_ELEV 303,06

~----e---------------------------------------------------~~~~--------------------~O~·~C~62~X~----------------------~\--------------------------~----~-------------------------

I

TOP Of RA!~

DATUiol ELEV = I 50.00

1515+00

120'-0"

PAIUPET, TYP

121'·6"

EXPANSION JOINT, TYP

TOP OF RAIL HH. LINE NO SCALE

TOTAL LE~1'11 ~ BRIDGE - I 3292'•6" (IEASUREO ALONG "~· Lll£

1520+00 1525+00

ELEVATION SCALE 1" = 40'

PLAN SCALE I" = 40'

.!::1QliS t. NOT ALL PILES SHOWN


3, SUPERSTRUCTURE CO~SIRUCTION, UON SIYPU SPANS • IISS 011 HPII CONTINUOUS SPANS - 8CC - PRECAST

IN·SITu STEEL TRUSS • INSITu, SLID

011 LAUNCHED ELEVATED SLABS • PC BEAll AND

INS1TU SLAB

~ . UTILITY LOCATIONS TO BE DETERIIIN£0

5. ACCESS STAIRWAYS ARE PROVIDED AT SYSTEioiS SITES (APPROX. 2.5 WILE I NTERVALS). LADDER ACCESS TO VIADUCTS IS PROVIDED AT 2500 FT INTERVALS WITH ACCESS ROAD AND TURNING CIRCLE WHE~E NECH•S~RY.

LEGEND:

CD STRUCTURE APPR04CH SLAB

® RETAINING WALL

* ESTIIIATEO IOO·YEAR FLOOD ELEVATION, SEE "FRESNO TO BAKERSFIELD CORRIDOR HYDROLOGY, HYDRAULICS AND DRAINAGE ISX DRAFT REPOIIT" ,

CURVE DATA

R = 36500.00' 11. • sa• os· 38.8" T • 20271.5' L g 37006.6'

1":.40' ~ ~~-r-----,r-,--,--,------------------------------------,rm~;;;;~~----r------------,r-----------------------,----=~:------------------------------r--.------------------------------------------------7==~~------~ -- w. FISHER • CAUFORNIA HIGH- SPEED TRAIN PROJECT .....,_, ....

u~~t=====i=~==I=~====================================~~~~~~~~::I R!CORD t !T 111 HSR 06-0003 U

E ~.."~ .. ERIIO DIIIO.M IUI.JIIION ~U<S I+1M AFU>. FRESNO TO BAKERSFIELD _ ... -- - HANFORD SUBSECTION SV2265

i :·..:.IISIROoiC OOT ..... ALI GNIAENT H ~ 1-+---+-4---11-+---------------~r.i!iii;.:::COf~FI~~--1 COMITRUCTION ~&~.;t KINGS RIVER VIADUCT AS SHOWN ~ ~~~~~~.,~~.-~~w.~--------------~==~~--------------~~1!2/~3~1~1~13~-L------------JL-----------------------1--_:::=:~----------------------------L---------------~P~L~A:N~~A~N:D~E~L~E~V~A~T~I~O~N~--------------l~---~~8~0~F_l1~8~_J



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Figure 9


~ n .. ~ n

BVC I 562+50,00 EVC 160&+SO.OO

LELEV JOJ.06 LELEI' 290.19

-----E----~---------------------M·~,-------------~~~~~~~=~··~~~o'.o"t~s~"'/S~T"A.--------\~----------------------------~----~-----------

120' - 0' , zo~-o .. 120'-0"

APPROX 0C EHT 90

DATUII ELEV = 150. 00

1575+00

TOP OF RAIL "H• LINE NO SCALE

TOTAL LE~TH Of BRIDGE = 13292'•6" (WEASUREO ALONG "H" LIIIE

BENT 93

E)(PANSION JOINT, TYI'

BUT 9oO

1580+00

121'-6"

PARAP~ T 1 TTP

ELEVATION SCALE I " = 40'

PLAN SCALE I" = 40'

BENT 95

STEEL TRUSS STRUCTURE l22'·0" .l22'·0"

23'·5" ~2'·11"

!~- VE~T-C~~------ --~ ~g ------------------~~--------r--=~t·=-..-.~-~- :~

~INGS RIVER ~.-- ·n' z-U w ~~

"' BENT 96 lj0 ... "" "'

1585+00

~ 1 , NOT ALL PILES SKOWN

2. PILE LENuTH TO BE DETERIIINED

3, SUPERSTRUCTURE CO~SIRUCTION, UON SIYPU SPANS • IISS 011 HPII CONTINUOUS SPANS - 8CC - PRECAST

!~·SITu STEEL TRUSS - INSITu, SLID

011 LAUNCHED ELEVATED SLABS • PC BEAiol AND

INSITU SLAB

~ . UTILITY LOCATIONS TO BE DETE.RioiiN£0

5. ACCESS STAIRWAYS ARE PROVIDED AT SYSTEioiS SITES (APPROX. Z.5 loiiLE INTERVALS) . LADDER ACCESS TO VIADUCTS IS PROVIDED AT 2500 FT INTERVALS WITH ACCESS ROAD AND TURNING CIRCLE WHE~E NECESSARY.

LEGEND:

CD STRUCTURE APPROACH SLAB

@ RETAINING WALL

• E.SIIIIATEO 100·YEAR FLOOD ELEVATION, SEE "FRESNO TO BAKE.RSFIELD WRRIDOR HYDRCLOOY, HYDRlULICS AND DRAINAGE 15X DRAFT REPORT" ,

~.o

1":.40' ~ ~~~----~~~-,--~-----------------------------------,~~~~~~----r-----------~~----------------------y-~----~--------------------------------r---------------------------------------------------yga~~~~-~------~ w. FISK[R CAUFORNIA HIGH- SPEED TRAIN PROJECT HSR 06- 0003

-~ II!COIID ... ... ~ FRESNO TO BAKERSFIELD __ ...

~ f3E==±3=f3==================~F~. ~P~AL~E~RWO~!L~DIIIO.N tUI.JIIION lR5 !+1M AFU> ~ ~.:Sr~c - HANFORD SUBSECTION SVZ271 i ~- ••• ..... CALIFORNIA ALIGNIAENT H ..... AS SHOWN f:. l-+-----if--+-1-+------------------libi:;i;;.f:COf=:-:'-::1~~=-i CONITRUCTION ~RAILAl~Tl~Q'?IlY KINGS RIVER VIADUCT ..... .... ~ 12131 / 13 PLAN AND ELEVATION 14 OF 18

~~--~~~~------------------------~~~~~--------_.----------------~--~----------------------~-----------------------------------L--~~~-J



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Figure 10


~ .. ~

~ ~

<> ....

BVC 15ti2+50.00 EVC 1608+50.00

LL£\' 303.06 LELEV 290.19

------------e-----~---------------------------------------\~----------------~~~~~~:~·~~o~.~o1~s~x~~~,~.----------------------~~.------------------------------~~~-------------------

TOP OF RAIL "H" LINE NO SCALE

TOTAL LENG'IH OF BRIDGE = 1 3297'•6" (IIEASUREO ALONG "H• Lit€

STEEL TRUSS STRUCTURE STEEl TRUSS STRUCTURE

322·-o· 120"-0" 120'-0" 120'-0" 121'- G" 283"-6"

llATUiol ELEV : 150. 00

15'85+00 1590+00 1595+00

ELEVAT~ON SCALE 1" = 40"

PLAN SCALE 1" : 40'

~ 1 , NOT All PILES SHO'IIIN


3. SUPERSTRUCTURE CO"'STRUCTION, UON SIWPLE SPANS • WSS 011 ~LPW CONTINUOUS SPANS- 8CC - PRECAST

I~·SITI.t STEEl TRUSS - INSITu, SLID

011 LAUNCHED ELEVATED SLABS - PC BEAW AND

INSITU SLAB

~ . UTILITY lOCATIONS TO BE DETERIIIN£D

'5. ACCESS STAIRWAYS ARE PROVIDED AT SYSTEioiS SITES (APPROX. 2.5 lolllE INTERVALS). LADDER ACCESS TO VIADUCTS IS PROVIDED AT 2500 FT INTERVALS WITH ACCESS ROAD A.ND TURNING

CIRClE IIHE"'E NEC£SSARY.

LEGEND:

CD STIIUCTURE APPROACH SLAB

® RETAINING WALL

* ESTIILlTED 100•YE..AR FLOOO ELEVATION, SEE "F RESNO TO BAKERSFIELD WRRIOOR HYDROLOGY, HTORo\ULIC'O AND DRAINAGE 15X DRAFT REPORT" ,

CURVE DATA

R • 36500.00' A = 58" 05' 38.6" T = 20271,5' L = 37008.6'

1"=40' " § ~~----~~,--,--~-----------------------------------,rm~~~~~----r-----------~r-----------------------~--~==~-----------------------------r--~~~~~~~~~~~~~~~~~~~~~~~~~~~=·~-=-------~

•· "~' • CALIFORNIA HIGH- SPEED TRAIN PROJECT "" ,._,, __ .., II!COIID ... ... --= FRESNO TO BAKERSFIELD __ ..._

l f3==3=E!3================~~~·....,~PAL~"'~ERWO;~~DIIIOM IUIMIIIION ~LRS=I~it-M.liiliARl.Piii!!!!l. -~ HAHFORO SUBSECTION """ &. A. AIIIISIROIIC ••• ..... " ,.... .. L IC",.,CIA HA ALIGNIAENT H .; • .. ll~ri~ COII'I'RUCTION ~~':,;"~~ KINGS RIVER VIADUCT AS SHOWN ~~+---+-.,+.,.--J-.,.-1-----------------.foi:;. .. :::,::-

21'::3!"11'::,-::3--i ·~·-~~~~,.,,~,, PLAN AND ELEVATION _.';'"5 OF 18



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Figure 11 Cross Creek Crossing Engineering Design

~

~ n

~

EYC 246~87 .89 BYC 2518+52.82

LELEY 230.00 LLEV 230.00

-~---~----------------\,-------------------------------~o·~~~x ______________________________ \--------------~---~------------

TOP OF RAIL n K4 • LINE NO SCALE

TOTAL lENGTH OF BRIDGE • 9190'-0" I WEASURED AlONG "K4" lll£1

100'- ()" 100'-0" too·-o· 100'-0" 100'- 0" 100'-0" 120'-0"

100.00

2470-tOO 2475+00

ELEVATION SCAlE 1" • 4 0'

PLAN SCl.LE I" • 40'

~ 20'-0" 121 ' - 6"

STEEL TRUSS STRUCTURE

322'-0"

BENT 29

2480+00

I PliiiP05[i)il§Rliiiil-l I

- - --- 1

~ 1 , NOT AlL PilES SHOWN

2. PILE LENuTH TO BE DETERIII NED

3, SUPERSTRUCTURE COMSTRUCTION, UON SIYPLE SPANS • IIISS 011 ~LPIII CONTINUOUS SPANS · !ICC - PRECAST

IN-SITu STEEL TRUSS - INSITu, SLID

011 lAUNCHED ELEVATED SLABS - PC BEAiol AND

JNSJTU SlAB

4 . UTILITY lOCATIONS TO BE DETERIIINED

S. ACCESS STAIRWAYS ARE PROVIDED AT SYSTEioiS SITES (APPROX. 2.5 lolllE INTERVALS) . LADDER ACCESS TO VIADUCTS IS PROV1DEO AT 2500 FT I NTERVALS WITH ACCESS ROAD AND TtJRNING CIRCU WHE~E NECES.SARY.

LEGEND:

CD STRUCTURE APPROACH SLAB

® RETAINING WALL

* ESTIIIATEO 100-YEAR FLOOD ElEVATION, SEE "F RESNO TO BAKE-RSFIELD CORRIDOR

HYDROLOGY, HYDRAULICS AND DRAINAGE I 5X CRAFT REPORT",

CURVE DATA

R • 30500.00'

T • IJ!I06.6'

L • 2609~.5'

l"=~o·

~ ~~----~~,--,--~-----------------------------------,rm~==~~~----r-----------~r-----------------------~~---~==~------------------------------r-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-~.:-------~ ~t-t---t---1r-t-t---------------¥.!w~. ~rt~sH~<RL-----1 CALIFORNIA HIGH- SPEED TRAIN PROJECT HSR 06-0003 ~ ...... "' • •coao an ,., FRESNO TO BAKERSFIELD - ...

.. f3E==±3=f3==================~r~. ~P~AL~t~RIIO~~~ou1911

eu•••n•o• -~U<Sj 1-iMM AFaP Eu ':,~.:STRONC NOT oo• ____:; KAWEAH SUBSECTION SV2~6~

" ALIGNMENT K4 :; R.~ri~ COIIITIIUCTION CALIFORNIA CROSS CREEK VIADUCT AS SHOWN ~l-+-----+-l-+-!-----------------~ .. i.,.':'1::'-21'::3':'11'::1:::3--i ~RMAl1711Q'11lY PLAN AND ELEVATION _.5 OF 13



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Figure 12 Tule River Crossing Engineering Design (Sheet 1)

rvc 2~6~•87.89 eve 2~18+52.&2

LLEV 230.00 LElEV 230.00

------~~~---------------\~--------------------------~o~.ooo~x~-----------------------------------\~----------~---~----------

STEEL

Fit "'7.r 7J:

2480+00



CllOSS CREEK

100. 00

TRt.ISS STRUCTlJlE

322'- 0" 121'-6"

-u TOP OF R~ll

BENT JO

TOP OF RAIL nK4• LINE NO SCALE

TOTAL LENGTH OF MIDGE • 9!90'-0" lloEASURED AlONG "K4" lit£)

120'-0" 120'- 0" i20'-0" 120' - 0" 120'- 0" 120'-0"

I

' I I 1 1

TOP Of P~APET

BENT 31 BENT J 2 BENT 33 BENT 34 BENT 35

2485+00 24!10+00

ELEVATION SCALE 1" ; 40'

PLAN SCALE I" • 40'

~ 1, NOT ALL PILES SHOtiN

2. PILE LENGTH TO l!E DETERioiiNED

3, SUPERSTRUCTURE COIIISTRUCTION, UON SIMPLE SPANS - WSS 011 ~LPW CONTINUOUS SPANS - !ICC - PRECAST

1~-SITIJ STEEL TMUSS - INS!Tu, SLID

011 LAUNCHED ELEVA TED SLABS - PC BEAll AND

INSITU SlAB

4 . lJT!LJH LOCATIONS TO BE DETERIIIN£0

'5. ACCESS STAIRWAYS ARE PROVIDED AT SYSTEioiS SITES (APPROX. 2.5 loiiLE INTERVALS) . LADDER ACCESS TO VIADUCTS IS PROV10EO AT 2500 FT JMTERVALS WIT~ ACCESS ROAD AND TtJRNING CIRClE IIHEJ'lE NECESSARY.

LEGEND:

(j) STRUCTURE APPRO~H SLAB

® RETAINING WALL

* ESTIIIATEO 100•YEAR FLOOO ElEVATION, SEE "FRESNO TO 8Ak[RSFIELD WRRIOOR HYDROLOGY, HTORo\UliQS AND DRAINAGE 15X ORAF I REPORT" .

ClJlVE OAU

R • :10500.00'

A • 4g• 01.18 .. 3"'

T • 13906.6'

L • 26095.5'

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Rectangle


Figure 13

Tule River Crossing Engineering Design (Sheet 2)

EVC 3029•35.53

LELEV 234,88

.l600' YC A ----------~R;~~~~-~G~.~~4X~/~ST~A--------------------------yr--------------------------a----------------------'v~--------------------------~-O~.~ti1~0~X~---------------

TOP OF RAIL ·ca· LINE NO SCALE

TOTAL LENGTH OF BRIDGE • 5666'-0" (IIEASURED ALONG "C2" LINE)

TOTAL LENGTH OF ELEVATED SLAB • ;2426'- 0" (loEASURED ALOINC "C2" LINE) 120'-0" 120'-0" 120' - 0" 120'-0" 120'-0"

0

~~~:~ I ! 0 0 o,.

I I I I I I I I I I I TOP Of RAIL I o.,. TOP OF PARAPET J~f~~~p J;~

~~

3025+00 3030+00 3035+00

ELEVATION SCALE I " • 40'

~ n PLAN

SCALE I" a 40'

mill 1 . NOT ALL PILES SH01!II

2. PILE LENGTH TO BE DETERIIINED

J, SUPERSTRUCT~E CONSTRUCTION, UOIN SIWPl E SPANS -CONTINUOUS SPANS-

STEEL TRUSS

ELEVATED SLABS

"55 Of! FLPW BCC - PRECAST

IN- SlTU INSITU, SLID OR LAUNCHED PC BEAW AND INSITU SLAB

~. UTILITY LOCATIONS l O BE OETEFliiiNED

5. ACCESS STAIRWAYS ARE PIWVIDED AT SYSTEIIIS SI TES

(APPIIOX. 2.5 WILE INTERVALS). LAODE~ ACCESS TO VIMIUCTS IS PROVIDED AT 2500 F T INTERVALS WITH ACCESS ROM! ldiD TURNING CIRCLE WHERE NECESSARY.

LEGEND:

(j) STRUCTURE APPIIOACH SLAB

@ RETAINING WALL

• ESTIIIATED 100-YEAR FLOOD ELEVATION, SEE "f RESNO TO BAKERSFIELD CORI'IIDOR HYDROLOGY, HYDRAULICS ANO DRAINAGE 1 5~ DIIW T REPORT".

Cli'VE DATA

R • •1ooo.oo· t;.. 01° ·~· 39.~·· T • 1846.0' L • 9734.5'

~p 0 -4p so

~ ~r-~~ir-r-r~~----------------------~~a.~rt~~~<R~~~-------r----~~~~---------,-~-~~~~~---------------------r-C~A~l-I~F-O_A_N_I_A __ H_IG-H---8-P_E_E_D __ T_A __ A_IN __ P_A_O_J_E_C_T __ r-~~.~.~~~

~~======t==t~==l==================================l~--~~~~~~ R!CORD tOT 111 ---= HSR 06-0003

0 F PALERWO ~ ~ FRESNO TO BAKERSFIELD _ ... ~ ~., DUIGM tUIMIIIION y ~ NaP - ~ CORCORAN BYPASS SUBSECTION SVZ-4~5 il :·.:!115

' -C OOT .... .J... " AL IGNI.CENT C2 ~ 1--+---+-l-~+---------------f. .. ~~if.:._ic~or~r.!:l~~---i co•n•ucTooN £'..~'?~~ STATE ROUTE 4 3 BNSF vrADUCT As sHowN ,..... ., liM .... • .. ,2/31/13 f7AKT~~VIV'W.'fVTnt..llniiT PLAN AND ELEVATION 'ME'f ..

~~~~~~~~----------~~~-----------L~~~~~--------~----------------~--~~~---------------------1------------~~~~~~~~----------_J--_!6~0~F~1~1 __ j



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Rectangle


Figure 14 Deer Creek Crossing Engineering Design

n s

BVC o4021 + 41112.95 EVC J992-t~2.95 /ELEV 23~.86

LLEV 212.83

----------e---------------------------------~\----~o~.7~~~x~~\---------------------------------------------4~----------

0 0

0 0 .; 8 " .. .... "'

4000-tOO

TOP OF RAIL II A1 . LINE NO SCALE

TOTAL LE"GTH OF' BRIOGE = 62~0'-0" (IIEASURED ilLOIIG "AI" LI"'E)

88

4005+00 4010-tOO

ELEVATION SCALE 1" = ~o·

PLAN SCALE 1" = ~o·

.!::lQliS ·1 , NOT ALL PILES SHOWN


3, SUPERSTRUCTURE CO~STRUCTION, UON SIIIPU SPANS -CONTINUOUS SPANS -

STEEL TRUSS

ELEVATED SLABS

IISS OR HPII 8CC - PRECAST

IN· SITu INSITu, SLID OR LAUNCHED PC BEAll AND INSITU SLAB

~ . UTILITY LOCATIONS TO BE DETERIIINED

5. ACCESS STAIRWAYS ARE PROVIDED AT SYSTEioiS SITES (APPROX. 2.5 IIILE INTERVALS) . LADD£R ACCESS TO VIADUCTS IS PROVIDED AT 250Q FT INTERVALS WITH ACCESS ROAD AND TURNING CIRCLE WHERE NECESSARY •

LEGEND:

CD STRUCTURE APPRO•CH SLAB

@ RETAINING WALL

* EST INA TEO 100-YEAR FLOOD ElEVATION, SEE "FRESNO TO BAKE.RSFIELD CORRIDOR HYDROLOGY, HTDRlULICS AND DRAINAGE l SX DRAFT REPORT".

Clf!VE DATA

R • 50500.0' 4. 2Ji. 16' 19.(11

T • 1 0859.~' L = 21393.1 '

1":.40'

~~~----~~~-,--~-----------------------------------,~~~~~~----r-----------~~----------------------?-----~-------------------------------r---------------------------------------------------y~==~.~-~------~ •· n~• • CALIFORNIA HIGH- SPEED TRAIN PROJECT "" oo-oo"

"fj==t!l=t==============~";""'~, !pAJ.~E~RWO~~ ""c

0110 an

111

~ _, ~ FRESNO TO BAKERSFIELD -• ~ .,.....,., Di lloN aui•JaaiON J'f AFdJP ALLENSWORTH BYPASS SUBSECTION SV I 50I

i :· .. :;ISIROoiC OOT . .... .>... " ALl GNME NT A 1 -i R. COffl~ COIIITIIUCTION ~g~ DEER CREEK VIADUCT AS SHOWN ~ l-+-----+-l-+--i-----------------.foi .. ~,.::',::-21'::3~1 /'::1-::3--1 PLAN AND ELEVATION ...., """z OF g



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Figure 15 Poso Creek Crossing Engineering Design

" "' ~ ., n

~

BVC 5206+62.16 EVC 5236+62. 16

LELEV ~11.76 JOOO' vc LELEV 123.93

----------~----~----------------------t----------------~R/~C~-~-~-~0.~0~~2~X~/S~T~A---------------~----------------~~---------------------

88

DATI.'j ELEV - 200.00

TOP OF RAIL H L 1. LINE NO SCALE

TOTAL LENGTH or BRIDGE • ~40'·0" (ME AS~ ED ALONG''L 1" l I HE I

120'- 0" 120'-0"

ELEVATION SCALE 1" = ~o·

PLAN SCALE 1" = ~o·

EB PARAPET

PCIPS CONC BOX C)RDER

"l1" LINE 25'-0"

48'- 10"

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

25'-0"

PARAPET

------~~--f---~-~------l _ _j_ __ L__I

I I 6'-6" DIA DRILLED L=--- ----vSHAFT TrP

o ~----~-~ LENGTH TO BE I I I I OETERYINED I I I I I I I I I I

I I I I L.. .. <J L....<j

TYPICAL SECTION SC.t.LE 1" ~ 10'

NOTES:

I. PILE LENGTH TO BE DETERIUNED

2. All PILES ARE NOT SHOWN

,. ESTIMATED 100-YEAR F'LOOO ELEVATION, "FRESNO TO 9AKER$F IE lD CORRIDOR HYDROLOGY, HTDRAULICS AND DRAINAGE 15X DRAFT REPORT"

lEGEND:

0 STRUCTURE APPROACH SlAB

® RETAINING WALL

1"=10'

CURVE DATA

R : ~5000.100' "' = 17" 49'41 .4" T = 7058. 1' l = 1~002.2'

~ .. ---.-------¥--F-~~----------------------------------~~~~~=-----y-----------~----------------------.-----~-----------------------------r------------------------------------------------~~~~----~ , w. FISHER • CALIFORNIA HIGH-SPEED TRAIN PROJECT

~ .. f3==3=E!3================~-~~.,~~~ ••co•o an ... FRESNO TO BAKERSFIELD _ F • PALERIIO DUI9N eUBNIIfiON -~LJ<S Hlv1M AF4P Eu ~a,:Ji~IROfjC NOT •o· - POSO CREEK SUBSECTION

" ALIGNMENT L 1 t R.~FI~ co11euunooN CALIFORNIA POSO CREEK BRIDGE l ~4-----~-+--~4-------------------------------~~~~~~~~2,=3~1,~1~3-i ~~~nY PLAN AND ELEVATION



HSR 06-0003 _ .... SV1601

AS SHOWN M<f ...

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