appendix d – elevated rail plans

Document Number: MEL–MLCX–AR–PER-00003 METRONET Stage 1: Morley-Ellenbrook Line Rev: B Whiteman Park Station Development Application

69/75

Appendix D – Elevated Rail Plans

PTA Drawing No: Rev:

REFERENCES

APP

A1CAD DRAWING PATHNAME

DATEORIG SIZEREV AMENDMENT DRN CHKDSN

DRAWN

CHECKED

DESIGNED

This document must not be copied without PTA's writtenpermission, and the contents thereof must not be impartedto a third party nor be used for any unauthorised purpose. DATE

APPROVED

SCALE :

DATUM :

HORIZONTAL:VERTICAL:

AT ORIGINAL PLOT SIZE

PCG2020AHD710 10 20 30 40 50 100mm M.ARAVIND

MORLEY ELLENBROOK LINE

DETAILED DESIGN

NOT TO SCALELOCALITY PLAN


MALAGASTATION

MALAGA BENNETTSPRINGS

BEECHBORONORANDASTATION

ASHFIELD

BAYSWATER

BASSENDEAN

MORLEY

MORLEYSTATION

WHITEMANPARK STATION

BRABHAMWHITEMANPARK

ELLENBROOK

ELLENBROOKSTATION

NOT FOR CONSTRUCTION

B

C.MAHER

W.LIN

E.MAKITAWHITEMAN PARK VIADUCT

27.08.21 25-A-289-ST0001

STRUCTURALCOVER SHEET AND LOCALITY PLAN

WHITEMAN PARK VIADUCTSTRUCTURAL

WHITEMAN PARKVIADUCT

ISOMETRIC VIEWNOT TO SCALE

A 02.06.21 REFERENCE DESIGN CM WL EM MAB 03.09.21 INTERIM DETAILED DESIGN CM WL EM MA

BUSONLY

C ABUTMENT N° 1 C ABUTMENT N° 2C PIER N° 9C PIER N° 8C PIER N° 7C PIER N° 6C PIER N° 5C PIER N° 4C PIER N° 3C PIER N° 2C PIER N° 1

WHITE

MAN

DREA

ST (WES

TBOU

ND)

WHITE

MAN

DREA

ST (EA

STBO

UND)

DRUMPELLIER DR (NORTHBOUND)

DRUMPELLIER DR (SOUTHBOUND)

UNDERPASS

BALLAST ONAPPROACH SLAB

WHITEMAN PARK STATION PLATFORM

PShP

RAMP WALLS

YOUL

E-DE

AN R

OAD

CH. 1

5500

.0m

CH. 1

5400

.0m

CH. 1

5300

.0m MEL DOWN

291800 ALONG RAIL CENTRELINE

BALLAST TO SLAB TRACK TRANSITION(REFER SLAB TRACK DRAWINGS FORDETAILS OF TRANSITION, 25-S-01-0005AND 25-S-01-0011) (TYP.)

CH15251.293 CH15543.093

C BRIDGE UP

C BRIDGE DN VIADUCT

VIADUCT

BALLAST ONAPPROACH SLAB

BUS INTERCHANGEEXISTING SERVICES(REFER NOTE 2)

1. FOR GENERAL NOTES, REFER DRG No. 25-A-289-ST0003 AND 25-A-289-ST0004.2. REFER TO CIVIL DRAWINGS FOR FULL DETAILS OF SERVICES AND PROPOSED SERVICE RELOCATIONS.

CONTRACTOR TO LIASE WITH SERVICE OWNERS TO PROTECT AND/OR RELOCATE EXISTING SERVICES ASREQUIRED.

3. FOR PROPOSED SERVICES, REFER TO CIVIL DRAWINGS 25-A-289-CI0060

NOTES

LEGEND

PROJECT DEVELOPMENT BOUNDARYINDICATIVE PROJECT FOOTPRINTCADASTRAL BOUNDARYRAIL FENCE


REFERENCES

APP



DRAWN

CHECKED

DESIGNED


APPROVED

SCALE :

DATUM :





DETAILED DESIGNNOT FOR CONSTRUCTION

1 : 500

B

C.MAHER

W.LIN


27.08.21 25-A-289-ST0006

STRUCTURALSITE PLAN

SCALE 1 : 500SITE PLAN


NO ADDITIONALTRANSITION SLAB AFTEROUR APPROACH SLAB

C ABUTMENT N° 1 C PIER N° 5C PIER N° 4C PIER N° 3C PIER N° 2C PIER N° 1

TOP OF RAIL

EXISTING GROUNDLEVEL

1% AEP GROUNDWATER LEVELR.L. VARIES

28500 30000 30000 30000 30000 28660

291800 ALONG MEL DN CENTRELINE

0.59%

REINFORCED CONCRETE PILESUPPORT FOR WINGWALLSAND DEFLECTION WALLS

ABUTMENT WINGWALL ANDDEFLECTION WALL

1% AEP FLOOD LEVELR.L. VARIESREFER NOTE 5

MATC

H LINE

JOINS

DRG

No. 2

5-A-

289-

0008

MIN.

4350

CONCOURSE LEVELRL 24.000

E.J. E.J.

OLE MAST(TYP.)

STATION CANOPY(TYP.)

1. FOR GENERAL NOTES, REFER DRG No. 25-A-289-ST0003 AND 25-A-289-ST0004.2. REFER TO ARCHITECTURAL DRAWING PACKAGE FOR PLATFORM SETOUT.

NOTES

BST0009

CST0009


15m MIN. RUN-ON SLAB

ABUTMENT WINGWALL ANDDEFLECTION WALL (TYP.)

STEEL MAINTENANCEACCESS STAIR WITHHANDRAIL (TYP.)

AST0007

EDGE PROTECTION ATPLATFORM ENDS (TYP.)

RAIL BRIDGE STRUCTURE

SLAB TRACK

CH. 1

5400

.0m

CH. 1

5300

.0m

1 x ⌀100mm SPARECONDUIT FROM TCRTERMINATING IN PIT(TYP.)

BALLAST TO SLAB TRACKTRANSITION (TYP.)

C BRIDGE DN

C BRIDGE UP

B

E

F

C

A

D

2 3 4 5 61

CH15251.293RL29.071m(TOP OF RAIL)

CH1526

1.793

STATION PLATFORM

CH1541

1.793


REFERENCES

APP



DRAWN

CHECKED

DESIGNED


APPROVED

SCALE :

DATUM :






AS SHOWN

B

C.MAHER

W.LIN


27.08.21 25-A-289-ST0007

STRUCTURALGENERAL ARRANGEMENT - SHEET 1 OF 4

SECTIONSCALE 1 : 250 ST0007ST0007

A E.J. - DENOTES BRIDGE EXPANSION JOINT(BRIDGE IS CONTINUOUS OVER PIERS WITHOUT E.J.)(HANDRAIL NOT SHOWN FOR CLARITY)

SCALE 1 : 250PLAN


APPROACH SLAB (TYP.)

BUSONLY

C ABUTMENT N° 2C PIER N° 9C PIER N° 8C PIER N° 7C PIER N° 6

WHITE

MAN

DREA

ST (WES

TBOU

ND)

WHITE

MAN

DREA

ST (EA

STBO

UND)

RAIL BRIDGE STRUCTURE

15m MIN. RUN-ON SLAB

ABUTMENT WINGWALL ANDDEFLECTION WALL (TYP.)

STEEL MAINTENANCEACCESS STAIR WITHHANDRAIL (TYP.)

MATC

H LINE

JOINS

DRG

No. 2

5-A-

289-

0007

AST0008

DST0010

EST0010

SLAB TRACK

BALLAST TRACK(REFER SLAB TRACK DRAWINGSFOR DETAILS OF TRANSITION,25-S-01-0005 AND 25-S-01-0011)

WHITEMAN PARK RAMPWALLS (TYP.)

CH. 1

5500

.0m

1 x ⌀100mm SPARECONDUIT FROM TCRTERMINATING IN PIT(TYP.)

BALLAST TO SLAB TRACKTRANSITION (TYP.)

C BRIDGE DN

C BRIDGE UP

B

E

F

C

A

D

7 8

CH15543.093RL 30.807m(TOP OF RAIL)

CH1541

1.793

C PIER N° 6

EXISTING GROUNDLEVEL

MATC

H LINE

JOINS

DRG

No. 2

5-A-

289-

0007

28660

C PIER N° 7 C PIER N° 8 C PIER N° 9

0.59%

1% AEP FLOOD LEVELR.L. VARIES

28660

291800 ALONG MEL DN CENTRELINE

28660

C ABUTMENT N° 2

REINFORCED CONCRETE PILESUPPORT FOR WINGWALLSAND DEFLECTION WALLS

ABUTMENT WINGWALL ANDDEFLECTION WALL

1% AEP GROUNDWATERLEVELR.L. VARIES

REFER RAMP & RETAINING WALL DRAWINGS

WHITEMAN DR EAST(EASTBOUND)

WHITEMAN DR EAST(WESTBOUND)

CLEA

RANC

E46

00 M

IN.

TOP OF RAILEXPANSION JOINT(TYP.)

28660 28660

E.J.E.J.

MIN.

800

(TYP

.)60

0 MIN. 1400 HIGH CONCRETE

TRAFFIC BARRIER (TYP.)

1. FOR GENERAL NOTES, REFER DRG No. 25-A-289-ST0003 AND 25-A-289-ST0004.2. REFER TO ARCHITECTURAL DRAWING PACKAGE FOR PLATFORM SETOUT.

NOTES


REFERENCES

APP



DRAWN

CHECKED

DESIGNED


APPROVED

SCALE :

DATUM :






1 : 250

B

C.MAHER

W.LIN


27.08.21 25-A-289-ST0008


SCALE 1 : 250PLAN


AE.J. - DENOTES BRIDGE EXPANSION JOINT(BRIDGE IS CONTINUOUS OVER PIERS WITHOUT E.J.)(HANDRAIL NOT SHOWN FOR CLARITY)

OLE MAST(TYP.)


APPROACH SLAB (TYP.)

OFF BRIDGE STRUCTURE

PLATFORMSTRUCTURE

REFER TO ARCHITECTURAL DRAWINGSFOR PLATFORM SETOUT AND FINISHES

PRECAST U-TROUGHBRIDGE GIRDERS

REINFORCED CONCRETE PILE CAPAND BORED PILES (TYP.)

RL 22.8751% AEP GROUNDWATER

1 IN 100 YEAR FLOODRL 25.000

PLATFORM CANOPYREFER NOTE 2

400 MIN. IN-SITUDECK SLAB(TYP.)

TIE BEAM BETWEEN PIERCOLUMNS (TYP.)

RC PIER COLUMN(TYP.)

KINEMATIC OUTLINE + 150mm AIR GAP(TYP.)

RL 24.000CONCOURSE LEVEL

POT BEARING(TYP.)

C BRIDGE UPC BRIDGE DN

C MEL UP MAINC MEL DN MAIN

75

12950

75

BRIDGE DRAINAGE(TYP.)

PROVISION FOR TERTIARYCABLE ROUTE (TYP.) (REFERMCR PACKAGE, 25-C-05-3022)

1085

1550

2375

2225 2225

15501085 UNDER PLATFORM REFUGE

950 HIGH x 900 WIDE(TYP.)

MAINT. WALKWAY1000 MIN. (TYP.)DEFLECTION WALL

(TYP.)

13


1:3

WINGWALL BEHIND

ABUTMENT WALL


1 IN 100 YEAR FLOODRL 23.890

STRUCTURAL ENVELOPE(TYP.)

BIKE STORAGE SHELTER (SHOWN INDICATIVELY).REFER PRECINCT PLAN 25-A-289-CI0050


GATE AT BRIDGE ENDTO RESTRICT ACCESSTO WALKWAY (TYP.)

C BRIDGE UP C BRIDGE DN

PORTABLE EMERGENCYEGRESS LADDER ANDSTORAGE SPACE(TYP.)

12950

C MEL UP MAIN C MEL DN MAIN75

PRECINCT SURFACE FINISHTO LANDSCAPE ARCHITECT'SDETAIL

HANDRAIL WITH INTERNAL LIGHTING FOR EGRESSON OUTER RAIL (KLIK SYSTEMS LEDPOD ORSIMILAR, REFER LIGHTING DRAWINGS) (TYP)

PERMANENT FORMWORK(TYP.)

750 WIDE TRACK LEVEL EGRESS WALKWAY(TYP.)3525 3525

75T.O.R. RL29.071AT ABUTMENT SOP

T.O.R. RL29.071AT ABUTMENT SOP

1. FOR GENERAL NOTES, REFER DRG No. 25-A-289-ST0003 AND 25-A-289-ST0004.2. BUILDING STRUCTURES NOT SHOWN IN DETAIL FOR CLARITY. REFER ARCHITECT'S AND STATION

STRUCTURES DRAWINGS.3. REFER TO PERMANENT WAY TRANSIT SPACE CROSS SECTION DRG No. 25-C-10-0151 TO 25-C-10-0153 FOR

TRANSIT SPACE ENVELOPES.

NOTES


REFERENCES

APP



DRAWN

CHECKED

DESIGNED


APPROVED

SCALE :

DATUM :






1 : 100

C.MAHER

W.LIN


27.08.21 25-A-289-ST0009



C


B

A 02.06.21 REFERENCE DESIGN CM WL EM MAB 03.09.21 INTERIM DETAILED DESIGN CM WL EM MAB 27.08.21 INTERIM DETAILED DESIGN CM WL EM MARE-ISSUED FOR REFERENCE DESIGN12.08.21BC 03.09.21 INTERIM DETAILED DESIGN CM WL EM MA

C


1% AEP FLOODRL 25.180

C MEL DN MAIN C MEL UP MAIN

APPROACH SLAB(TYP.)

DEFLECTION WALL(TYP.)

WINGWALL(TYP.)

FINISHED GROUNDLEVEL



12950

MAINT. WALKWAY1000 MIN. (TYP.)

75 75

2225 2225

2225 2225

T.O.R. RL 30.807AT ABUTMENT SOP

T.O.R. RL 30.807AT ABUTMENT SOP

1. FOR GENERAL NOTES, REFER DRG No. 25-A-289-ST0003 AND 25-A-289-ST0004.2. BUILDING STRUCTURES NOT SHOWN IN DETAIL FOR CLARITY. REFER ARCHITECT'S AND STATION

STRUCTURES DRAWINGS.3. REFER TO PERMANENT WAY TRANSIT SPACE CROSS SECTION DRG No. 25-C-10-0151 TO 25-C-10-0153 FOR

TRANSIT SPACE ENVELOPES.

NOTES

PRECAST U-TROUGHBRIDGE GIRDERS


400 MIN. IN-SITUDECK SLAB (TYP.)


1% AEP FLOODRL 25.000

HANDRAIL(TYP.)

RC PIER COLUMN(TYP.)

FINISHED GROUNDLEVEL

MIN.

600

STRUCTURAL ENVELOPE(TYP.)

PROVISION FOR TERTIARYCABLE ROUTE (TYP.) (REFERMCR PACKAGE, 25-C-05-3022)


MAINT. WALKWAY1000 MIN. (TYP.)



12950

2525850 WIDE TRACK LEVEL EGRESS WALKWAY(TYP.)

7575

BRIDGE DRAINAGE(TYP.)

PERMANENT FORMWORK(TYP.)

3525 3525

(TYP.)

2225

(TYP.)

2225 2525

POT BEARING(TYP.)


REFERENCES

APP



DRAWN

CHECKED

DESIGNED


APPROVED

SCALE :

DATUM :






1 : 100

C.MAHER

W.LIN


27.08.21 25-A-289-ST0010



E


D

A 02.06.21 REFERENCE DESIGN CM WL EM MAB 03.09.21 INTERIM DETAILED DESIGN CM WL EM MAB 27.08.21 INTERIM DETAILED DESIGN CM WL EM MARE-ISSUED FOR REFERENCE DESIGN12.08.21BC 03.09.21 INTERIM DETAILED DESIGN CM WL EM MA

C

1200 (TYP.)

PIER DRAIANGE CONNECTED IN TO PRECINCTDRAINAGE AT PIERS 4 TO 8. REFER CIVILDRAWING 25-A-289-CI0014

1 2 3 4 5 6

SOP DN-P1

SOP UP-P1

SOP DN-P2

SOP UP-P3

SOP DN-P3

SOP DN-P4

SOP UP-P4

SOP UP-P5

SOP DN-P5

SOP UP-A1

SOP DN-A1


JOINS

DRG

BELO

W

C BRIDGE DN

C BRIDGE UP

CH1525

1.293

CH1524

0.49

3 AST0013

SOP UP-P2

A

B

C

D

E

F

7 8

SOP DN-P6

SOP UP-P6

SOP UP-P7

SOP DN-P7

SOP DN-P8

SOP UP-P8

SOP DN-P9

SOP UP-P9

SOP UP-A2

SOP DN-A2

C ABUTMENT N° 2C PIER N° 9C PIER N° 8C PIER N° 7C PIER N° 6

JOINS

DRG

ABOV

E

BST0014

A

B

C

D

E

F


REFERENCES

APP



DRAWN

CHECKED

DESIGNED


APPROVED

SCALE :

DATUM :






1 : 250

A

C.MAHER

W.LIN


27.08.21 25-A-289-ST0012

STRUCTURALGEOMETRIC DATA - SHEET 1 OF 3

SCALE 1 : 250PLAN

SCALE 1 : 250PLAN

SETTING OUT CO ORDINATES

SET OUT POINT EASTING (m) NORTHING (m)SOP DN-A1 64012.449 376273.000SOP DN-A2 63925.307 376551.483SOP DN-P1 64003.937 376300.199SOP DN-P2 63994.978 376328.830SOP DN-P3 63986.019 376357.461SOP DN-P4 63977.132 376386.114SOP DN-P5 63968.101 376414.723SOP DN-P6 63959.543 376442.075SOP DN-P7 63950.984 376469.427SOP DN-P8 63942.424 376496.778SOP DN-P9 63933.866 376524.130SOP UP-A1 64024.808 376276.867SOP UP-A2 63937.666 376555.350SOP UP-P1 64016.297 376304.066SOP UP-P2 63994.978 376328.830SOP UP-P3 63998.378 376361.328SOP UP-P4 63989.419 376389.959SOP UP-P5 63980.460 376418.590SOP UP-P6 63971.902 376445.942SOP UP-P7 63963.343 376473.294SOP UP-P8 63954.784 376500.646SOP UP-P9 63946.225 376527.998

A 03.09.21 INTERIM DETAILED DESIGN CM WL EM MA

1. FOR GENERAL NOTES, REFER DRG No. 25-A-289-ST0003AND 25-A-289-ST0004.

NOTES

R BEAM R BEAM

(TYP.)2225

C BRIDGE DN

(TYP.)2225

R BEAM R BEAM

C BRIDGE UP

(TYP.)2225

(TYP.)2225

12950

1%1%

500500

9251075

925 1075

500 500

C PIER &BEARING

C PIER &BEARING

C PIER &BEARING

C PIER &BEARING

2100 2100 2100 2100

A B C D E F

1300

550

750

320170

TRACK SLAB RL

DECK RLTRACK SLAB RL

DECK RL170320

550

750

1300

75

2465 4325

75

4325 2465


ARCHITECTURAL GRID LINES. REFERARCHITECTURAL PACKAGE


REFERENCES

APP



DRAWN

CHECKED

DESIGNED


APPROVED

SCALE :

DATUM :






1 : 25

A

C.MAHER

W.LIN


27.08.21 25-A-289-ST0013



A


NOTES


R BEAM R BEAM

C BRIDGE DN

R BEAM R BEAM

C BRIDGE UP

(TYP.)

2225

(TYP.)

2225500 500

C PIER &BEARING

2100 2100 2100 2100

12950

(TYP.)

2225

(TYP.)

2225 500500

1%1%

1075 925 925 1075

A B C D E F

75

24654325

75

43252465

1300 1300 1300 1300

C PIER &BEARING

C PIER &BEARING

C PIER &BEARING

320170

TRACK SLAB RL

DECK RLTRACK SLAB RL

DECK RL170

320



REFERENCES

APP



DRAWN

CHECKED

DESIGNED


APPROVED

SCALE :

DATUM :






1 : 25

A

C.MAHER

W.LIN


27.08.21 25-A-289-ST0014



B



NOTES

appendix d – elevated rail plans

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