Upload
ngocong
View
214
Download
1
Embed Size (px)
Citation preview
Engineering Drawing Signals
M12 SERIES
STANDARD INSTALLATION DRAWINGS
Revision No 0
Issued March 2012
Owner: Chief Engineer Signals and Control Systems
Approved by: Warwick Allison
Chief Engineer
Signals and Control Systems
Authorised by: Paul Szacsvay
Principal Engineer
Signalling Technology
CONTENTS M12 – 001 :GROUND LEVEL TROUGHING BOTTOM CABLE ENTRY/EXIT M12 – 015 :DWARF SIGNAL MOUNTED BETWEEN TRACKS
M12 – 002 :CONDUITS BURIED IN PLATFORM M12 – 016 :CABLES TO TRAINSTOP FROM BURIED CABLE ROUTE
M12 – 003 :TAIL CABLE ROUTE ON EMBANKMENT M12 – 017 :CABLES TO POINTS EQUIPMENT FROM BURIED CABLE ROUTE
M12 – 004 :UNDERLINE CROSSING (ULX) M12 – 018 :CABLES TO TRACK MOUNTED SIGNAL EQUIPMENT FROM GST
M12 – 005 :TYPICAL CABLE PIT INSTALLATION M12 – 019 :ESML/EOL BOX ON MOUNTING POST
M12 – 006 :INSTALLATION OF GROUND LEVEL TROUGHING M12 – 020 :TELEPHONE ON MOUNTING POST
M12 – 007 :GLT HORIZONTAL CHANGES IN DIRECTION M12 – 021 :AC/DC TRACK BOOTLEG RISER
M12 – 008 :GLT SIDE CABLE ENTRY/EXIT M12 – 022 :TRACK CONNECTIONS FROM JEUMONT SCHNEIDER BOXES
M12 – 009 :GLT ENTRY TO CABLE PIT M12 – 023 :AIRLINE EXPANSION JOINT ON POSTS
M12 – 010 :GST ON POSTS, TYPICAL ASSEMBLY M12 – 024 :ARRANGEMENT OF SIGNALLING CABLES IN WALKWAY AREA
M12 – 011 :GST POST AND VERSILUX DIMENSIONS M12 – 025 :JEUMONT SCHNEIDER POST INSTALLATION DETAILS
M12 – 012 :GST PLAIN AND EXPANSION JOINTS
M12 – 013 :GST ROUTE SMALL CANAL/MINOR WATERCOURSE CROSSING
M12 – 014 :GST ON WALLS
En
gin
eeri
ng
Dra
win
g
Disclaimer
This document was prepared for use on the RailCorp Network only.
RailCorp makes no warranties, express or implied, that compliance with the contents of this document shall be sufficient to ensure safe systems or work or operation. It is the document user’s sole responsibility to ensure that the copy of the document it is viewing is the current version of the document as in use by RailCorp.
RailCorp accepts no liability whatsoever in relation to the use of this document by any party, and RailCorp excludes any liability which arises in any manner by the use of this document.
Copyright
The information in this document is protected by Copyright and no part of this document may be reproduced, altered, stored or transmitted by any person without the prior consent of RailCorp.
UNCONTROLLED WHEN PRINTED
��� c
1 2 3 4 � �
A A
ALUMINIUM COVER ON CHAMBER.CHEQUER PLATE BOLTED DOWNINTO FIXINGS SET INTO EACH CORNER
GROUND LEVEL
SECTION A-A DEPTH AS SPECIFIED
B BREINFORCED CONCRETE CHAMBER A THROUGH CABLE
ULX OR BURIED ROUTE
G.L.T G.L.T
200 MIN. BREA� OUT CABLE c
G.L.T G.L.T A CONDUIT
1200 MIN.
RADIUS BEND FOR CABLES COMING FROM 100 DIA. MIN. 600 OTHER DIRECTION ONLy IF REQUIRED
GENERAL_TOLERANCESLINEAR
TITLED 3MM GROUND LEVEL TROUGHING MM D
:RADIAL
: 3 : 3MM SIGNALS 3 : 3MM BOTTOM CABLE ENTRy / EXIT
Chief Engineerls Division
VERSION DESCRIPTION DATE DRAWN REVIEWED VERIFIED APPROVED DESIGNED DRA�N RE�IE�ED �ERI�IED A��R��ED ANG_LAR : ·
SIGNAL DESIGN
Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa @ ALL ASA7700 H.SINGHparticularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduce DIMENIONS DATE S�ALE DRG N� RE� N� anypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpoouthpWales.pifpyou IN �� do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpoouthpWalesporpyoupmaypeepprosecuted. MILLIMETRES CAD DO NOT AMEND MANUALLy 13/03/2012 N. T. S. M12 - 001 0TH/RDAANGLEA_ROJECT/ON
D� � � ��1 2 3 4 � �
c
1 2 3 4 � �
A A
EDGES OF TRENCH SAW CUT THROUGH PAVEMENT SEAL PLATFORM SURFACE RESTORED TO MATCH ORIGINAL
B
STABILISED SAND
UNDISTURBED
�����
I�
B
ORIGINAL MATERIAL CLASS 12 PIPES
PIPES BURIED IN A PLATFORM
NOT ACCESSIBLE TO VEHICLES
GENERAL_TOLERANCES
INEAR TITLED CONDUITS BURIED IN PLATFORM DRADIAL
: MM SIGNALS: 3MM3 : 3MM 3 : 3MM ANG_LAR : · Chief Engineerls Division
VERSION DESCRIPTION DATE DRAWN REVIEWED VERIFIED APPROVED DESIGNED DRA�N RE�IE�ED �ERI�IED A��R��EDSIGNAL DESIGN
ASA7700 H�SINGHALL particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduce DIMENIONS Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa @
DATE S�ALE DRG N� RE� N� anypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpoouthpWales.pifpyou IN �� do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpoouthpWalesporpyoupmaypeepprosecuted. MILLIMETRES CAD DO NOT AMEND MANUALLY 13/03/2012 N� T� S� M12 � 002 0TH/RDAANGLEA_ROJECT/ON
D� � � �� 1 2 3 4 � �
c
D
c
B
A
� �
� �
c
2 3 4
BACKFILL THE TRENCH AND STABILISE THE SHOULDER OF THE BANK WITH HARDCORE OR SIMILAR TO PREVENT EROSION
GALVANISED STEEL PIPE SECURED AT 900 INTERVALS ONLY FOR SMALL INDIVIDUAL TAIL CABLES
CONSULT CIVIL REGARDING CONFLICT WITH DRAINS
HESSIAN BAGS FILLED WITH STABILISED SAND AROUND AND OVER PIPE
PIPE BENDS TO BE NOT LESS THAN THE MINIMUM BEND RADIUS FOR THE LARGEST CABLE PLUS 300mm�
NOTE aWhereae�traordinar�agroundacondition�ae�i�t�ai�e�a cuttinglemban�mentllmar�h�aarea�l�oo�ea�oi�ae�g�a�h� anaapproveda�ivi�l�eotechnica�ade�ignai�are�uired�
��RE� N�
TITLE
DESIGNED DRA�N RE�IE�ED �ERI�IED A��R��ED
S�ALEDATE DRG N�
VERSION DATE DRAWN REVIEWED VERIFIED APPROVED
Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduceanypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpoouthpWales.pifpyou do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpoouthpWalesporpyoupmaypeepprosecuted.
© ALL DIMENIONS
IN MILLIMETRES
/�AIIuu
TH/RDA/NGLEA_ROJECT/ON
_ENERAL_TOLERANCES LINEAR
RADIAL
ANGULAR _
SIGNAL DESIGN
SIGNALS Chief Engineerls Division
D� � � ��
TAIL CABLE ROUTE ON EMBANKMENT
3 03 0 M � � 003 0 H�SINGH
N� T� S�CAD DO NOT AMEND MANUALLY
DESCRIPTION
A
B
D
2 3 4
c
2 3 4 � �
A A NOTE:aWhereaeitraordinaryagroundaconditionsaeiist ai.e. YIEW Acuttinglembankmentllmarshyaareasllooseasoilae.g.aash anaapprovedaCivillGeotechnicaladesignaisarequired.
4 MIN. SEE NOTE 1) 4 MIN. SEE NOTE 1)
RQUND LEYEL
B
1 M
IN.
M
IN.
T ESE DIMENSIQNS ARE TQ T E TQP MQST PIPE T E LQWEST TRAC 1
� M
IN.
A
B
CQNCRETE ENCASE FQR ��
NOTES: ABSQRPTIQN TRENC
c 1. THIS DIMENSION IS TO BE DETERMINED BY SITE INSPECTION & THE LOCATION OF THE CABLE ROUTE.
2. THE PITS SHALL BE CONNECTED TO EXISTING DRAINAGE SYSTEMS WHERE AVAILABLE. IF NOT AVAILABLE, EITHER AN ABSORPTION TRENCH OR A PIPE TO THE SIDE OF THE EMBANKMENT SHALL BE INSTALLED.
3. WHEN THE ULX IS INSTALLED BY TRENCHING, THE ULX SHALL BE FILLED TO CAPPING LAYER WITH AN APPROVED FILL. FILL IS TO BE COMPACTED TO � 5 SPECIFICATIONS. BALLAST IS THEN TO BE RESTORED TO THE CORRECT PROFILE AND ANY VOIDS UNDER SLEEPERS FILLED & TAMPED.
4. OUTSIDE THE TRACK FORMATION THE FIRST 5 mm OF FILL ABOVE THE PIPES SHALL BE STABILISED SAND.
5. IF ROCK IS ENCOUNTERED THEN THAT PART OF THE ULX WHICH PASSES THROUGH ROCK SHALL BE BACKFILLED WITH CONCRETE MIN, 15 MM.
_ENERAL_TOLERANCESLINEAR TITLE
n UNDERLINE CRQSSIN �UL�� nRADIAL
SIGNALS
ANGULAR _ Chief Engineerls Division
YERSIQN DESCRIPTIQN DATE DRAWN REYIEWED YERIFIED APPRQYED DESIGNED DRA�N RE�IE�ED �ERI�IED A��R��EDSIGNAL DESIGN
Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa © ALL /�AIIuu �SIN particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduce DIMENIONS DATE S�ALE DRG N� E� N� anypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpoouthpWales.pifpyou IN �� do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpoouthpWalesporpyoupmaypeepprosecuted. MILLIMETRES CADDQ NQT AMEND MANUALLY N� T� S� M � � THIRDA/NGLEA_RO_E_TION
D� � � �� 2 3 4 � �
�
1 2 3 4 � �
�
AA
PIT COVERS TO STANDARDS
1
MIN �
LADDER WHERE PIT DEPTH E CEEDS 1200
B B
PLAN VIEW WITH �OLLARDS
LOOR SLOPED OR DRAINA E
DISTANCE �ETWEEN �OLLARDS 2000MM OR DISTANCE TO THE NEAREST �OLLARD ROM THE ED E O THE PIT �00MM WHICHEVER DISTANCE MET IRST�
PENETRATION
� :
�
RAVEL SUMP OR DRAINA E
100 DIA� DRAIN PRE ERRED c c
D GENERAL_TOLERANCES LINEAR
: 3MM : MM RADIAL
3 : 3MM 3 : 3MM ANG_LAR : ·
SIGNALS Chief Engineerls Division
T TLE TyPICAL CA�LE PIT INSTALLATION
D
VERSION DATE DRAWN REVIEWED VERI IED APPROVED
Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduce anypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpoouthpWales.pifpyou do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpoouthpWalesporpyoupmaypeepprosecuted.
@ ALL DIMENIONS
IN MILLIMETRES
ASA7700
TH/RDAANGLEA_ROJECT/ON
SIGNAL DESIGN
CADDO NOT AMEND MANUALLy
DESCRIPTION DESIGNED
DATE
13/03/2012
DRA�N
S�ALE H�SIN H
N� T� S�
RE�IE�ED �ERI�IED
DRG N�
M12�00� ��RE� N�
A��R��ED
0 1 2 3 4 � � D� � � ��
1 2 3 4 � �
A A
SECOND POUR OF STABILISED SANDB B
L0
I
L0
Iz
L0
I
�L
Iz
L0 Iz FIRST POUR OF STABILISED SAND
c c
GLT NOT TO BE INSTALLED WHERE DAMAGE COULD OCCUR FROM EITHER VEHICLE OR PLANT
GENERAL_TOLERANCESLINEAR
3MM TITLED INSTALLATION OF GROUND LEVEL
MM DRADIAL
:SIGNALS
:3 : 3MM TROUGHING 3 : 3MM Chief Engineerls DivisionANG_LAR : ·
VERSION DESCRIPTION DATE DRAWN REVIEWED VERIFIED APPROVED DESIGNED DRA�N RE�IE�ED �ERI�IED A��R��EDSIGNAL DESIGN
ALL ASA7700 H�SINGHThispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa @particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduce DIMENIONS DATE S�ALE DRG N� RE� N� anypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpoouthpWales.pifpyou IN �� do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpoouthpWalesporpyoupmaypeepprosecuted. MILLIMETRES CADDO NOT AMEND MANUALLY N� T� S� M � � TH/RDAANGLEA_ROJECT/ON
D� � � ��1 2 3 4 � �
_ENERAL_TOLERANCES
� �
� � 2 3 4
g0
g0
GLT DIVERSION GLT HORIZONTAL BEND
TURNING CHAMBER
NOTES
THIS ANGLE MAY BE INCREASED TO A MA�IMUM OF A 45 DEGREES PROVIDED THAT 1.
THE MINIMUM BEND RADIUS IN A TURNING CHAMBER SHALL BE THAT OF THE 3.
THE GLT IS LESS THAN 50% FULL AND THE BEND HAS A RADIUS GREATER THAN THE MINIMUM BEND RADIUS OF THE CABLE.
THE TURNING CHAMBER MAY BE CAST IN SITU, 100mm WALL THICKNESS, OR PRE�2. FABRICATED, 50mm WALL THICKNESS.
LARGEST CABLE.
THE TOP OF THE GLT SHALL BE FLUSH WITH THE TOP OF THE TURNING CHAMBER.4.
NOTE 1 NOTE 1
��E� N�
TITLE
DESIGNED DRA�N RE�IE�ED �ERI�IED A��R��ED
S�ALEDATE DRG N�
VERSION DATE DRAWN REVIEWED VERIFIED APPROVED
Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduce anypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpoouthpWales.pifpyou do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpoouthpWalesporpyoupmaypeepprosecuted.
© ALL DIMENIONS
IN MILLIMETRES
/�AIIuu
THIRDA/NGLEA_RO_E_TION
LINEAR
ADIAL
ANGULAR _
SIGNAL DESIGN
SIGNALS Chief Engineerls Division
GROUND LEVEL TROUGHING HORIZONTAL CHANGES IN DIRECTION
13 03 2012 M12 � 00� 0 H.SINGH
N. T. S.CAD DO NOT AMEND MANUALLY
DESCRIPTION
AA
BB
c c
n n
D� � � �� 2 3 4
D
c
B
A
� �
� �
�5�
MA
X
c
2 3 4
LID
EDGES SMOOTHED
� VIEW OPENING DETAILS
A VIEW
ENTRY I EXIT HOLE TO BE SEALED WITH A NEUTRAL CURE SILICONE SEALANT OR EQUIVALENT
ORANGE FLEXIBLE PVC CONDUITCONDUIT TO PROJECT INTO CLAMPED TO GLTGLT BY AT LEAST 500MM
500MM MIN.
B
A
��RE� N�
TITLE
DESIGNED DRA�N RE�IE�ED �ERI�IED A��R��ED
S�ALEDATE DRG N�
VERSION DATE DRAWN REVIEWED VERIFIED APPROVED
Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduceanypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpoouthpWales.pifpyou do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpoouthpWalesporpyoupmaypeepprosecuted.
@ ALL �: EN: N:
:N
:LL: E RE:
ASp7700
:__E_pA_:__p_E____:___
_ENERAL_TOLERANCES LINEAR
:
3MM
: MM RADIAL
3 : 3MM
3 : 3MM ANG_LAR : ·
sIGNAL DEsIGN
sIGNALs Chief Engineerls Division
GLT SIDE CA�LE ENTRy / E�IT
13/03/2012 M12�00� 0 C� L����
N� T� S�CAD DO NOT AMEND MANUALLy
DESCRIPTION
A
B
D
D� � � �� 2 3 4
_
� �
� � 1 2 3 4
�00 :
z :
::
GROUND LEVEL
PIT
CORNERS, SIDES AND BOTTOM TO BE
SMOOTH, CURVED AND SEALED WITH CONCRETE GROUND LEVEL TROUGHING
THIS ARRANGEMENT APPLIES TO ALL SHAPES OF PITS
TRANSITION RE�UIRED TO COVER THIS AREA WHERE PIT AND TROUGHING MEETS (RADIUS SAME AS PIT�
��_E� N�
T TLE
DESIGNED D_ �N _E�IE�ED �E_I�IED ��_��ED
S� ED E D_G N�
VERSION DATE DRAWN REVIEWED VERIFIED APPROVED
Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduce anypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpoouthpWales.pifpyou do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpoouthpWalesporpyoupmaypeepprosecuted.
@ ALL DIMENIONS
IN MILLIMETRES
ASA7700
THIRDAANGLEA_R__E_TI_N
GENERAL_TOLERANCES
INE
DI
NG_ _
SIGNAL DESIGN
SIGNALS Chief Engineerls Division
GLT ENTRY TO CABLE PIT
M � � H�SINGH
N� T� S�CADDO NOT AMEND MANUALLY
DESCRIPTION
AA
BB
c c
D D
D� � � �� 1 2 3 4
D
c
B
A
� �
c
1 2 3 4
��
500 M
IN
300 MIN 300 MIN
1/3 POST LENGTH OR 500 INTO CONCRETE
PRIMARy TROUGHING
ADDITIONAL TROUGHING WHERE RE�UIRED
STAINLESS STEEL STRAPPING - PLACE ONE STRAP 100 FROM EACH END OF THE LID AND INTERMEDIATE STRAPS AT 2000 MAX INTERVALS
WHICHEVER IS GREATER
NOTES: WHERE POSSIBLE, TROUGH AND LID JOINTS SHALL BE STAGGERED.1. POST SPACING SHALL NOT EXCEED 2000.2. REFER TO DRAWING M12-011 FOR DETAILS OF VERSILUX LINING.3. REFER TO DRAWING M12-012 FOR TROUGHING JOINTS.4. REFER TO DRAWING M11-429 FOR TROUGHING POST DETAILS.5.
CONCRETE
CONCRETE WEATHER DOME
��RE� N�
TITLE
DESIGNED DRA�N RE�IE�ED �ERI�IED A��R��ED
S�ALEDATE DRG N�
VERSION DATE DRAWN REVIEWED VERIFIED APPROVED
Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduceanypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpoouthpWales.pifpyou do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpoouthpWalesporpyoupmaypeepprosecuted.
@
GST ON POSTS
ALL DIMENIONS
IN MILLIMETRES
ASA7700
TH/RDAANGLEA_ROJECT/ON
GENERAL_TOLERANCES LINEAR RADIAL ANGU AR _
SIGNAL DESIGN
SIGNALS Chief Engineerls Division
D� � � ��
TyPICAL ASSEMBLy
13/03/2012 M12 - 010 0 H.SINGH
N. T. S.CAD DO NOT AMEND MANUALLy
DESCRIPTION
A
B
D
1 2 3 4
_
D
c
B
A
� �
� �
c
A
B
1 2 3 4
��
FOR SMALLER TROUGHINGS WITHOUT HUMPS USE CLIPS WITH ARC INWARDS TROUGHING
BRACKETS
SEE NOTE 7
GST POST
150 X 150 100 X 100 85 X 85
500
TROUGH VERSILUX
BASE SIDES
200 190 180 150 140 130 100 90 85 85 75 65
0
MIN
. E
MB
ED
DM
EN
TIN
TO
CO
NC
RE
TE
� 5
00
DYNACLIP
CONCRETE WEATHER DOME
GROUND LEVEL
NOTES 1. ALL TROUGHINGS ARE 1.6MM THICK EXCEPT 200 X 200 WHICH IS 2MM THICK. 2. VERSILUX �COMPRESSED CEMENT SHEET PRODUCT) ATTACHED WITH CLIPS
AT INTERVALS NOT EXCEEDING 1200MM. 3. BASE VERSILUX IS INSERTED FIRST AND THE SIDES REST ON TOP.
200 X 200 4. DYNACLIPS ARE SPRING STEEL ELECTRICAL CLIP 25MM - 32MM. 5. REFER TO M07-114 FOR TROUGHING DETAILS. 6. REFER TO M11-429 FOR TROUGHING POST DETAILS. 7. ADDITIONAL TROUGHINGS INSTALLED IF REQUIRED.
GENERAL_TOLERANCES
INEA
DIA SIGNALS
NG__ _ Chief Engineerls Division
REVIEWEDVERSION DESCRIPTION DRAWN VERIFIED APPROVEDDATE SIGNAL DESIGN
Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa @particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduceanypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpoouthpWales.pifpyou do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpoouthpWalesporpyoupmaypeepprosecuted.
ASA7700ALL
DIMENIONS IN
MILLIMETRES CAD DO NOT AMEND MANUALLYTH/RDAANGLEA_ROJECT/ON
TITLE
DESIGNED
DA E
13/03/2012
CONSULT CIVIL FOR GROUND CONDITIONS AND GEOTECHNICAL REPORTS
GST POST AND VERSILUX DIMENSIONS
D_A�N
H.SINGH S�A_E
N. T. S.
A��_��ED
_E� N�
_E�IE�ED �E_I�IED
D_G N�
M12 - 011
D
D� � � ��1 2 3 4
888 888
D
c
B
A
� �
� �
c
1 2 3 4
TROUGHING JOINT AND LID JOINT STAGGERED
JOINT BOLTED BOTTOM AND BOTH SIDES WITH 6mm (1/4") GUTTER BOLTS - HEADS INSIDE
SADDLE AND LINER BOLTED BOTTOM AND BOTH SIDES
PLAIN SUSPENDED JOINT
WITH 6mm (1/4") GUTTER BOLTS - HEADS INSIDE
EXPANSION JOINT
EXPANSION JOINT TO BE NOT FURTHER THAN 45MM APARTLINER TO BE TROUGHING HEIGHT LESS 10mm
EXPANSION JOINT TO PROVIDE CHANGE IN LENGTH FOR A TEMPERATURE RANGE -5 C TO 60 C.
LINER
ALL SHARP EDGES AND BURRS REMOVED
BOLT - INGAL PART NO. C5590 SCREW MACHINE M6x20, 1MM PITCH THREAD STEEL GALV. MUSHROOM HEAD (PHILLIPS SCREWDRIVER) WITH NUT - INGAL PART NO. C1281
��RE� N�
TITLE
DESIGNED DRA�N RE�IE�ED �ERI�IED A��R��ED
S�ALEDATE DRG N�
VERSION DATE DRAWN REVIEWED VERIFIED APPROVED
Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduceanypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpoouthpWales.pifpyou do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpoouthpWalesporpyoupmaypeepprosecuted.
@ ALL DIMENIONS
IN MILLIMETRES
ASA7700
TH/RDAANGLEA_ROJECT/ON
GENERAL_TOLERANCES LINEAR
+ 5MM + MM RADIAL
58 + 5MM �58 + 5MMANGULAR + 8·
SIGNAL DESIGN
SIGNALS Chief Engineerls Division
GALVANISED STEEL TROUGHING PLAIN � EXPANSION JOINTS
13/03/2012 M12 - 012 0 H.SINGH
N. T. S.CAD DO NOT AMEND MANUALLy
DESCRIPTION
A
B
D
D� �88� ��2 3 4 1
D
c
B
A
� �
� �
c
A
B
1 2 3 4
MIN
. E
MB
ED
DM
EN
T
INT
O �
ON
�R
ET
E 5
00
TROUGHtNG SUPPORTED AT 2000 tNTERVALS BRACKETS MtN. THtCKNESS 8//
CONCRETE
NOTES: THIS DRAWING APPLIES ONLY TO TROUGHING ROUTE �ROSSING SMALL DRAINS OR �ANALS OR MINOR WATER�OURSES.1. SPE�IAL DETAILED DESIGN FOR EA�H SITUATION IS REQUIRED. FOR THIS TYPI�AL ARRANGEMENT, AN APPROVED �IVIL�GEO TE�HNI�AL DESIGN IS REQUIRED. 2. THE �ONTRA�TOR SHALL SUBMIT A DESIGN FOR THE SUPPORTING STEELWORK FOR APPROVAL. SIZES OF STEEL MEMBERS SHALL BE �OMMENSURATE WITH THE 3. SPAN AND LOAD TO BE �ARRIED BUT SHALL NOT BE LESS THAN AS1131 150 x 75 �HANNEL OR EQUIVALENT. LOADING SHALL IN�LUDE AN ALLOWAN�E FOR 150KG MID SPAN OR 100% OVERLOAD, WHI�HEVER IS GREATER.4. REFER TO M11-429 FOR TROUGHING POST DETAILS.5.
SMALL DRAtN / MtNOR VATERCOURSE
VEATHER DOME tSOLATtNG JOtNT NOT TO BE tNSTALLED
NOTE aWhereaextraordinaryagroundaconditionsaexist aigeg cutting/embankment//marshyaareas/looseasoilaegggaash anaapprovedaCivil/Geotechnicaladesignaisarequiredg
��RE� N�
TITLE
DESIGNED DRA�N RE�IE�ED �ERI�IED A��R��ED
S�A EDATE DRG N�
VERStON DATE DRAVN REVtEVED VERtFtED APPROVED
Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduceanypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpSouthpWales.pifpyou do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpSouthpWalesporpyoupmaypeepprosecuted.
@ ALL DIMENIONS
IN MILLIMETRES
ASA7700
TH/RDAANGLEA_ROJECT/ON
_ENERAL_TOLERANCES
INEAR + sMM
+ 3MM RADIA
s + sMM s + sMMANG_ AR + 3 '
SIGNAL DESIGN
SIGNALS Chief Engineerls Division
GST ROUTE SMALL CANAL/MtNOR VATERCOURSE CROSStNG
13/03/2012 M12 � 013 0 H.StNGH
N. T. S.CAD DO NOT AMEND MANUALLy
DESCRtPTtON
D
D� � � ��1 2 3 4
c c
1 2 3 4 � �
NOTE IWheeeIeiteaoedinaeyIgeoundIcondition Ieii t Iigeg A cuttingI IembankmentI Imae hyIaeea I Iooo eI oioIegggIa h
anIappeovedICivioI IGeotechnicaoIde ignIi Ieequieedg A
USE ONE LONG BRACKET ASSEMBLY TO MINIMISE WALL PENETRATION
TYPICAL ARRANGEMENT
B
GAUGE REQU REMENTS TO SU T STRU�TURE
M Nz 00
AIRLINE WHERE REQUIRED
B
L00 M Nz
_ENERAL_TOLERANCES INEA8
+
5MM T TLE
+
3MM 8ADIA
D GST ON WALLS D 5 + 5MM SIGNALS 5 + 5MM ANG_ A8 + 3 ' Chief Engineerls Division
VERSION DESCRIPTION DATE DRAWN REVIEWED VERIFIED APPROVED DESIGNED D8A�N 8E�IE�ED �E8I�IED A��8��EDSIGNAL DESIGN
Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa @ ALL ASA7700 H�SINGH particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduce DIMENIONS DATE S�A E D8G N� 8E� N� anypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpSouthpWales.pifpyou IN �� do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpSouthpWalesporpyoupmaypeepprosecuted. MILLIMETRES CAD DO NOT AMEND MANUALLY 13/03/2012 N� T� S� M12 � 01� 0TH/RDAANGLEA_ROJECT/ON
D� � � ��1 2 3 4 � �
D
c c
2 3 4 � �
A A
HORIZONTAL SHUNT SIGNAL �AS SHOWN� OR VERTICAL SHUNT SIGNAL WHERE SPACE IS RESTRICTED
INSTALLATION TO SUIT STRUCTURE GAUGE RE�UIREMENTS.B B
TOP OF FOUNDATION MAy BE UP TO 150 BELOW RAIL LEVEL BUT NEVER ABOVE RAIL LEVEL
�00
�00��I��
UL�
FOR BASE DETAILS, SEE M01-304 500 CONDUIT MIN. DIA. 50��
_ENERAL_TOLERANCES INEA
TITLE D DWARF SIGNAL pIGNALp ADIA
MOUNTED BETWEEN TRAC�S ANG A Chief Engineerls Division
VERSION DESCRIPTION DATE DRAWN REVIEWED VERIFIED APPROVED DESIGNED D A�N E�IE�ED �E I�IED A�� ��EDpIGNAL DEpIGN
ASp7700 H.SINGHALL
particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduce �: EN: N:Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa @
DATE S�A E D G N� E� N� anypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpSouthpWales.pifpyou :N �� do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpSouthpWalesporpyoupmaypeepprosecuted. :LL: E RE: 13/03/2012 N. T. S. M12 - 015 0_____pA;___p_________; CAD DO NOT AMEND MANUALLy
D� � � �� 2 3 4 � �
D
c
B
A
� �
� �
c
2 3 4
2 5M !M N
1M !M N 2500 M N
GROUND LEVEL
TO ULX OR BURRIED ROUTE
50MM PVC ORANGE CONDUIT
NOTES:
THE LENGTH OF SURFACE RUN PVC CONDUIT SHALL NOT EXCEED � METRES.1.
TOP OF THE PIPE 150 MIN AND
SITE CONDITIONS TO BE CONSIDERED IN DETERMINING CONDUIT 2. INSTALLATION FOR ULX/BURRIED CABLE ROUTE.
AVOID SHARP BENDING RADIUS/USE RADIUS ELBOW NO SMALLER THAN 3. PIPE RADIUS
ALL CABLE ROUTES TO TRAINSTOPS ARE PIPE AND PIT
GROUND LEVEL
TRAINSTOP RAIL LEVEL
FLEXIBLE ORANGE CONDUIT
NOTE 3
100 DIA RIGID PVC PIPE
250 MAX ABOVE GROUND
�� E� N�
T TLE
DESIGNED D A�N E�IE�ED �E I�IED A�� ��ED
S�A EDATE D G N�
VERSION DATE DRAWN REVIEWED VERIFIED APPROVED
Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduceanypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpSouthpWales.pifpyou do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpSouthpWalesporpyoupmaypeepprosecuted.
@ ALL �: EN: N:
:N
:LL: E RE:
AS?7700
£____?A':__?______£__'
ENERAL TOLERANCES
INEA
ADIA
ANG A
sIGNAL DEsIGN
sIGNALs Chief Engineerls Division
CABLES TO TRAINSTOP FROM BURIED CABLE ROUTE
13/03/2012 M12 � 01� 0 H.SINGH
N. T. S.CAD DO NOT AMEND MANUALLy
DESCRIPTION
A
B
D
D� � � �� 2 3 4
D
c
�
A
� �
�
� �
c
A
2 3 4
������I��
�����I��
�������I��
GROUND LEVEL
TO ULX OR BURRIED ROUTE
50MM PVC ORANGE CONDUIT
NOTES:
THE LENGTH OF SURFACE RUN PVC CONDUIT SHALL NOT EXCEED � METRES.1.
SITE CONDITIONS TO BE CONSIDERED IN DETERMINING CONDUIT 2. INSTALLATION FOR ULX BURRIED CABLE ROUTE.
AVOID SHARP BENDING RADIUS USE RADIUS ELBOI NO SMALLER THAN 3. PIPE RADIUS.
POINTS MACHINE RUNNING FACE
SCARFED TIMBER
OR
CAPPED
ALL CABLE ROUTES TO POINT MACHINES ARE PIPE AND PIT
100 DIA RIGID PVC PIPE
TOP OF THE PIPE 150 MIN AND 250 MAX ABOVE GROUND
NOTE 3
�� E� N�
TITLE
DESIGNED D �N E�IE�ED �E I�IED �� ��ED
S� ED E D G N�
VERSION DATE DRAIN REVIEIED VERIFIED APPROVED
Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduceanypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpSouthpWales.pifpyou do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpSouthpWalesporpyoupmaypeepprosecuted.
( ALL DIMENIONS
IN MILLIMETRES
ASA7700
nHIRDAANGLEA_RoJEcnIoN
INE
DI
NG
SIGNAL DESIGN
SIGNALS Chief Engineerls Division
CABLES TO POINTS E�UIPMENT FROM BURIED CABLE ROUTE
13 03 2012 M12 � 01� 0 H.SINGH
N. T. S.CAD DO NOT AMEND MANUALLY
DESCRIPTION
D
D� � � �� 2 3 4
D
c
B
A
� �
� �
c
2 3 4
Cw
w N
0T
w N
300 MIN.
GROUND LEVEL
NOTES:
THE LENGTH OF SURFACE MOUNTED PVC CONDUIT ENCASED CABLE SHALL 1. NOT EXCEED 4000. OVER 4000� STANDARD BURIED ROUTE TO BE UTILI�ED.
500MIN. OR 1/3 OF POST LENGTH IN GROUND IHICHEVER IS GREATER.2.
CONSIDER SITE CONDITIONS IN DETERMINING CONDUITS.3.
APPLICABLE TO POINTS MACHINE(SCARFED TIMBER� 4. AND TRAINSTOP(NON SCARFED�.
SIGNAL EQUIPMENT SEE NOTE 4 RUNNING FACE
SCARFED TIMBER
GALVANISED STEEL TROUGH
ADAPTER MORE THAN ONE CABLES CAN BE USED SEE DETAIL A
CABLE TO SIGNAL EQUIPMENT
50 DIA FLEXIBLE PVC PIPE
CONCRETE
GALVANISED STEEL ADAPTOR
DETAIL A
�� E� N�
TITLw
DESIGNED D �N E�IE�ED �E I�IED �� ��ED
S� ED E D G N�
VERSION DATE DRAIN REVIEIED VERIFIED APPROVED
Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduceanypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpSouthpWales.pifpyou do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpSouthpWalesporpyoupmaypeepprosecuted.
( ALL DIMENIONS
IN MILLIMETRES
ASA7700
nHIRDAANGLEA_RoJEcnIoN
INE
DI
NG
SIGNAL DESIGN
SIGNALS Chief Engineerls Division
CABLES TO TRAC� MOUNTED SIGNAL EQUIPMENT FROM GST ROUTE
13/03/2012 M12 � 01� 0 H.SINGH
N. T. S.CAD DO NOT AMEND MANUALLY
DESCRIPTION
A
B
D
D� � � �� 2 3 4
D
c
B
A
� �
� �
c
2 3 4
L0
L00 M N
300 M N 300 M N
L00
L0
L00M N
00 M N
00 M N
ESML/EOL BOX INSTALLATION
FLEXIBLE CONDUIT
TUBULAR POST 80 NB MEDIUM x 1500
GROUND LEVEL
RIGID PIPE BENT AS SHOWN
SLOTTED HOLE 45 WIDE ROUNDED EDGES
ELGATE ROUND POST CAP GALV� TO SUIT 80 NB PIPE BLAC�WOODS NO� 035�5402 OR SIMILAR
CONCRETE BASE 4:2:1 (GRAVEL:SAND:CEMENT)
FOR BASE DETAILS SEE M01-304
BASE PLATE 220x220x10
CABLE
�� E� N�
T TLE
DESIGNED D A�N E�IE�ED �E I�IED A�� ��ED
S�A EDATE D G N�
VERSION DATE DRAWN REVIEWED VERIFIED APPROVED
Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduceanypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpSouthpWales.pifpyou do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpSouthpWalesporpyoupmaypeepprosecuted.
@ ALL �: EN: N:
:N
:LL: E RE:
ASp7700
f__:_pA':__p_:____f__'
_ENERAL_TOLERANCES
INEA ADIA ANG A
sIGNAL DEsIGN
sIGNALs Chief Engineerls Division
ESML / EOL BOX ON MOUNTING POST
13/03/2012 M12 - 01� 0 H�SINGH
N� T� S�CAD DO NOT AMEND MANUALLy
DESCRIPTION
A
B
D
D� � � �� 2 3 4
� �
� �
c
A
B
2 3 4
0
00
300 300
0
o 00o
z o
o 00 z o
o<00o
z o
o 00o
z o
TELEPHONE
FLEXIBLE CONDUIT
TUBULAR POST 80 NB MEDIUM x 1500
GROUND LEVEL
COMMUNICATIONS CABLE
BASE PLATE 220x220x10
SLOTTED 45 WIDE � ROUNDED EDGES
ELGATE ROUND POST CAP GALV� TO SUIT 80 NB PIPE BLAC�WOODS NO� 035�5402 OR SIMILAR
CONCRETE BASE 4:2:1 (GRAVEL:SAND:CEMENT)
FOR BASE DETAILS SEE M01-304
RIGID PIPE BENT AS SHOWN
��E� N�
T TLE
DESIGNED D A�N E�IE�ED �E I�IED A�� ��ED
S�A EDATE D G N�
VERSION DATE DRAWN REVIEWED VERIFIED APPROVED
Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduce anypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpSouthpWales.pifpyou do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpSouthpWalesporpyoupmaypeepprosecuted.
@ ALL �: EN: N:
:N
:LL: E RE:
ASp7700
f__:_pA':__p_:____f__'
_ENERAL_TOLERANCES
INEA
ADIA
ANG A
sIGNAL DEsIGN
sIGNALs Chief Engineerls Division
TELEPHONE ON MOUNTING POST
13/03/2012 M12 - 020 0 H�SINGH
N� T� S�CAD DO NOT AMEND MANUALLy
DESCRIPTION
D
D� � � �� 2 3 4
A
B
D
c
D
c
B
A
� �
� �
c
A
B
1 2 3 4
roo
o1oooo
o1oooo o1oooo
oCooo
o25oooMIN_o
o25oooMIN_o
ULX PVC PIPE
CONCRETE PAD 300x300x70 BOLTED TO FLANGE WITH RADIUSED ENTRy HOLE FOR CABLE
ALTERNATIVEoCABLEoROUTES
RUNNING FACE
TERMINATE TOoRAILoON OUTSIDE
DIRECTION OFoTRAFFIC
BOOTLEG RISERS STEELoCABLEoCONNECToTO RAILoWITHoCHANNELoPIN
TRACKoCABLEoPROTECTOR DWGoMo8-89o
A
A ����
H PALONS
BOOTLEGoRISER
OUTLEToHOLE CUToINTOoPVC TUBEoC2DIA
CONCRETEoSLEEPER
��RE� N�
TITLE
DESIGNED DRA�N RE�IE�ED �ERI�IED A��R��ED
S�A EDATE DRG N�
VERSION DATE DRAWN REVIEWED VERIFIED APPROVED
Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduceanypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpSouthpWales.pifpyou do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpSouthpWalesporpyoupmaypeepprosecuted.
@ ALL DIMENIONS
IN MILLIMETRES
ASA7700
TH/RDAANGLEA_ROJECT/ON
_ENERAL_TOLERANCES INEAR
+ sMM
+ 3MM RADIA
s + sMM
s + sMM
ANG_ AR + 3 ·
SIGNAL DESIGN
SIGNALS Chief Engineerls Division
AC/DC TRAC� BOOTLEG RISER
13/03/2012 M12 � 021 0 H�SINGH
N� T� S�CAD DO NOT AMEND MANUALLy
DESCRIPTION
D
D� � � ��1 2 3 4
D
c
B
A
� �
� �
c
A
B
2 3 4
000 000
L00 M Nz
<00 M Nz
00 R G D
L00 M Nz
ULX CLASS 12 PIPE
RUNNING FACE
D RECT ON OF TRAFF C STEEL CABLE CONNECT TO
RA L W TH CHANNEL P N
POST �E�MONT TRACKS DE BO�
TRACK CABLE PROTECTOR DWG M08-890
300 RIGID CONDUIT COMES ABOVE GROUND AND CAPPED. FLEXIBLE CONDUIT AFTER 300 RIGID
CONCRETE
CABLES BETWEEN THE RA L AND THE CL PS ON TH S S DE ONL�
�� E� N�
T TLE
DESIGNED D A�N E�IE�ED �E I�IED A�� ��ED
S�A EDATE D G N�
VERSION DATE DRAWN REVIEWED VERIFIED APPROVED
Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduceanypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpSouthpWales.pifpyou do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpSouthpWalesporpyoupmaypeepprosecuted.
@ ALL �: EN: N:
:N
:LL: E RE:
AS?7700
£____?A':__?______£__'
_ENERAL_TOLERANCES
INEA
ADIA
ANG A
sIGNAL DEsIGN
sIGNALs Chief Engineerls Division
TRAC� CONNECTIONS FROM �EUMONT SC�NEIDER TRAC�SIDE BOXES
13/03/2012 M12 � 022 0 C. L����
N. T. S.CAD DO NOT AMEND MANUALLy
DESCRIPTION
D
D� � � �� 2 3 4
D
c
B
A
� �
� �
c
A
B
1 2 3 4
L00 M Nz
MIN. 500 INTO �ON�RETE
3000 MAX.
EXPANSION JOINT
BRAC�ETS TO SECURE AIR LINE TOP AND BOTTOM SEE SIDE VIEV FOR DETAILS
ADDITIONAL BRAC�ETS FOR GST
GROUND LEVEL
CONCRETE
FOR DETAILS OF POST ASSEMBLy REFER TO M11-429
CONSULT CIVIL FOR GROUND CONDITIONS AND GEOTECHNICAL REPORTS
AIR LINE
NOTE aWhereaextraordinaryagroundaconditionsaexist aigeg cutting/embankment/marshyaareas/looseasoilaegggaash anaapprovedaCivil/Geotechnicaladesignaisarequiredg
��RE� N�
TITLE
DESIGNED DRA�N RE�IE�ED �ERI�IED A��R��ED
S�A EDATE DRG N�
VERSION DATE DRAVN REVIEVED VERIFIED APPROVED
Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduceanypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpSouthpWales.pifpyou do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpSouthpWalesporpyoupmaypeepprosecuted.
@ ALL DIMENIONS
IN MILLIMETRES
ASA7700
TH/RDAANGLEA_ROJECT/ON
_ENERAL_TOLERANCES
INEAR
+
sMM
+ 3MM RADIA
s + sMM s + sMM ANG_ AR + 3 '
SIGNAL DESIGN
SIGNALS Chief Engineerls Division
AIR LINE EXPANSION JOINT ON POSTS
13/03/2012 M12 - 023 0
H�SINGH
N� T� S�CAD DO NOT AMEND MANUALLy
DESCRIPTION
D
D� � � ��1 2 3 4
c
2 3 4 � �
STORAGE SIDING
A A
SIGNALLING CABLESCABLE CONDUIT 980 LONG SIMILAR OR EQUIVALENT TO ACO DRAIN S200K 010
DETAIL A BALLAST
B SAFE YELLOW LINE B
BALLAST
STORAGESIGNALLING CABLES SIDING
STORAGE SIDING
TOP VIEW OF WAL� WA� A�EAA cWALK WAY
SIGNALLING CABLE SIGNALLING CABLE
STORAGE BALLAST
SIDING
NOTE THIS DRAWING PROVIDES SCHEMATIC DIAGRAM FOR SIGNALLING CABLE ARRANGEMENT IN WALK WAY AREA ONLY. WALK WAYS TOP LEVEL IS WITH TOP OF RAIL. CIVIL REQUIREMENT OF WALK WAY REFER TO RAILCORP DOCUMENT OF DESIGN GUIDELINES FOR THE UPGRADE
LEFT VIEW OF WAL� WA� A�EAAND CONSTRUCTION OF NEW AND EXISTING TRAIN STABLING YARDS AND TURNBACK SIDINGS. _ENERAL_TOLERANCES INEA8
+
5MM TITLED ARRAN�EMENT Q " �NALL N�
+
3MM 8ADIA
5 + 5MM SIGNALS5 + 5MM
CA�LE N AL� AY AREA D
Chief Engineerls DivisionANG_ A8 + 3 '
ER" QN DE"CR PT QN DATE DRA N RE E ED ER ED APPRQ ED DESIGNED D8A�N 8E�IE�ED �E8I�IED A��8��EDSIGNAL DESIGN ASA1100 C. Liang C. LiangThispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa @ ALL
particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduce DIMENIONS DATE S�A E D8G N� 8E� N� anypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpSouthpWales.pifpyou IN �� do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpSouthpWalesporpyoupmaypeepprosecuted. MILLIMETRES CAD DQ NQT AMEND MANUALLY 13/03/2012 N. T. ". M12 � 02� 0nHIRDAANGLEA_RoJEcnIoN
D� � � �� 2 3 4 � �
D
c
B
A
� �
� �
c
2 3 4
CABLE TO LOCATION CASE OR RELAy ROOM
300 M
300 M
T
ETE
00
M EM E ME T
JEUMONT SCHNEIDER POST
RIGID PVC CONDUIT
EQUIPMENT POST
EQUIPMENT BRACKET
FRONT VIEW SIDE VIEW
NOTE: SEE M04-128 FOR FABRICATION DETAILS
CONCRETE
GROUND LEVEL
2�00 OUT FROM TRACK �RUNNING FACE� EQUIPMENT FACING AWAy FROM THE TRACK
�� E� N�
T TLE
DESIGNED D A�N E�IE�ED �E I�IED A�� ��ED
S�A EDATE D G N�
VERSION DATE DRAWN REVIEWED VERIFIED APPROVED
Thispdrawingpandpthepinformationpcontainedpthereonphavepeeenpcreatedpsolelypforpa particularppurposepandpclient.pThispispprotectedpeypcopyright.pYoupmaypnotpreproduceanypofpitpinpanypformpwithoutpthepwrittenppermissionpofpRailpCorporationpNewpSouthpWales.pifpyou do�pyoupmayphaveptoppaypdamagesptopRailpCorporationpNewpSouthpWalesporpyoupmaypeepprosecuted.
@
JEUMONT SCHNEIDER POST
ALL �: EN: N:
:N
:LL: E RE:
ASp7700
_____pA;___p_________;
_ENERAL_TOLERANCES
INEA
ADIA
ANG A
pIGNAL DEpIGN
pIGNALp Chief Engineerls Division
INSTALLATION DETAILS
13/03/2012 M12 - 02� 0 H�SINGH
N� T� S�CAD DO NOT AMEND MANUALLy
DESCRIPTION
A
B
D
D� � � �� 2 3 4