Post on 09-Dec-2021
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
MORLEY ELLENBROOK LINE
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
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 DESIGNNOT FOR CONSTRUCTION
1 : 500
B
C.MAHER
W.LIN
E.MAKITAWHITEMAN PARK VIADUCT
27.08.21 25-A-289-ST0006
STRUCTURALSITE PLAN
SCALE 1 : 500SITE PLAN
A 02.06.21 REFERENCE DESIGN CM WL EM MAB 03.09.21 INTERIM DETAILED DESIGN CM WL EM MA
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
C ABUTMENT N° 1 C PIER N° 5C PIER N° 4C PIER N° 3C PIER N° 2C PIER N° 1
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
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 DESIGNNOT FOR CONSTRUCTION
AS SHOWN
B
C.MAHER
W.LIN
E.MAKITAWHITEMAN PARK VIADUCT
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
A 02.06.21 REFERENCE DESIGN CM WL EM MAB 03.09.21 INTERIM DETAILED DESIGN CM WL EM MA
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
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 DESIGNNOT FOR CONSTRUCTION
1 : 250
B
C.MAHER
W.LIN
E.MAKITAWHITEMAN PARK VIADUCT
27.08.21 25-A-289-ST0008
STRUCTURALGENERAL ARRANGEMENT - SHEET 2 OF 4
SCALE 1 : 250PLAN
SECTIONSCALE 1 : 250 ST0007ST0007
AE.J. - DENOTES BRIDGE EXPANSION JOINT(BRIDGE IS CONTINUOUS OVER PIERS WITHOUT E.J.)(HANDRAIL NOT SHOWN FOR CLARITY)
OLE MAST(TYP.)
A 02.06.21 REFERENCE DESIGN CM WL EM MAB 03.09.21 INTERIM DETAILED DESIGN CM WL EM MA
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
REINFORCED CONCRETE PILE CAPAND BORED PILES (TYP.)
1:3
WINGWALL BEHIND
ABUTMENT WALL
RL 23.0001% AEP GROUNDWATER
1 IN 100 YEAR FLOODRL 23.890
STRUCTURAL ENVELOPE(TYP.)
BIKE STORAGE SHELTER (SHOWN INDICATIVELY).REFER PRECINCT PLAN 25-A-289-CI0050
KINEMATIC OUTLINE + 150mm AIR GAP(TYP.)
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
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 DESIGNNOT FOR CONSTRUCTION
1 : 100
C.MAHER
W.LIN
E.MAKITAWHITEMAN PARK VIADUCT
27.08.21 25-A-289-ST0009
STRUCTURALGENERAL ARRANGEMENT - SHEET 3 OF 4
SECTIONSCALE 1 : 100 ST0007ST0007
C
SECTIONSCALE 1 : 100 ST0007ST0007
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
RL 24.0001% AEP GROUNDWATER
1% AEP FLOODRL 25.180
C MEL DN MAIN C MEL UP MAIN
APPROACH SLAB(TYP.)
DEFLECTION WALL(TYP.)
WINGWALL(TYP.)
FINISHED GROUNDLEVEL
KINEMATIC OUTLINE + 150mm AIR GAP(TYP.)
C BRIDGE UPC BRIDGE DN
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
REINFORCED CONCRETE PILE CAPAND BORED PILES (TYP.)
400 MIN. IN-SITUDECK SLAB (TYP.)
RL 23.7501% AEP GROUNDWATER
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)
KINEMATIC OUTLINE + 150mm AIR GAP(TYP.)
MAINT. WALKWAY1000 MIN. (TYP.)
C BRIDGE UPC BRIDGE DN
C MEL DN MAIN C MEL UP MAIN
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.)
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 DESIGNNOT FOR CONSTRUCTION
1 : 100
C.MAHER
W.LIN
E.MAKITAWHITEMAN PARK VIADUCT
27.08.21 25-A-289-ST0010
STRUCTURALGENERAL ARRANGEMENT - SHEET 4 OF 4
SECTIONSCALE 1 : 100 ST0008ST0008
E
SECTIONSCALE 1 : 100 ST0008ST0008
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
C ABUTMENT N° 1 C PIER N° 5C PIER N° 4C PIER N° 3C PIER N° 2C PIER N° 1
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
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 DESIGNNOT FOR CONSTRUCTION
1 : 250
A
C.MAHER
W.LIN
E.MAKITAWHITEMAN PARK VIADUCT
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
C MEL DN MAIN C MEL UP MAIN
ARCHITECTURAL GRID LINES. REFERARCHITECTURAL PACKAGE
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 DESIGNNOT FOR CONSTRUCTION
1 : 25
A
C.MAHER
W.LIN
E.MAKITAWHITEMAN PARK VIADUCT
27.08.21 25-A-289-ST0013
STRUCTURALGEOMETRIC DATA - SHEET 2 OF 3
SECTIONSCALE 1 : 25 ST0012ST0012
A
1. FOR GENERAL NOTES, REFER DRG No. 25-A-289-ST0003AND 25-A-289-ST0004.
NOTES
A 03.09.21 INTERIM DETAILED DESIGN CM WL EM MA
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
C MEL DN MAIN C MEL UP MAIN
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 DESIGNNOT FOR CONSTRUCTION
1 : 25
A
C.MAHER
W.LIN
E.MAKITAWHITEMAN PARK VIADUCT
27.08.21 25-A-289-ST0014
STRUCTURALGEOMETRIC DATA - SHEET 3 OF 3
SECTIONSCALE 1 : 25 ST0012ST0012
B
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