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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

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UNCONTROLLED WHEN PRINTED

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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

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EDGES OF TRENCH SAW CUT THROUGH PAVEMENT SEAL PLATFORM SURFACE RESTORED TO MATCH ORIGINAL

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STABILISED SAND

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ORIGINAL MATERIAL CLASS 12 PIPES

PIPES BURIED IN A PLATFORM

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GENERAL_TOLERANCES

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: MM SIGNALS: 3MM3 : 3MM 3 : 3MM ANG_LAR : · Chief Engineerls Division

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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�

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© ALL DIMENIONS

IN MILLIMETRES

/�AIIuu

TH/RDA/NGLEA_ROJECT/ON

_ENERAL_TOLERANCES LINEAR

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SIGNAL DESIGN

SIGNALS Chief Engineerls Division

D� � � ��

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3 03 0 M � � 003 0 H�SINGH

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DESCRIPTION

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RQUND LEYEL

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T ESE DIMENSIQNS ARE TQ T E TQP MQST PIPE T E LQWEST TRAC 1

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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

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@ ALL DIMENIONS

IN MILLIMETRES

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L0

I

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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 : ·

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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

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TITLE





© ALL DIMENIONS

IN MILLIMETRES

/�AIIuu

THIRDA/NGLEA_RO_E_TION

LINEAR

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GROUND LEVEL TROUGHING HORIZONTAL CHANGES IN DIRECTION

13 03 2012 M12 � 00� 0 H.SINGH

N. T. S.CAD DO NOT AMEND MANUALLY

DESCRIPTION

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� VIEW OPENING DETAILS

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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.

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GLT SIDE CA�LE ENTRy / E�IT

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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�

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ASA7700

THIRDAANGLEA_R__E_TI_N

GENERAL_TOLERANCES

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GLT ENTRY TO CABLE PIT

M � � H�SINGH

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DESCRIPTION

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c c

D D

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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

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TITLE





@

GST ON POSTS

ALL DIMENIONS

IN MILLIMETRES

ASA7700


GENERAL_TOLERANCES LINEAR RADIAL ANGU AR _

SIGNAL DESIGN


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13/03/2012 M12 - 010 0 H.SINGH

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DESCRIPTION

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1 2 3 4

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c

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� �

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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

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MB

ED

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DYNACLIP

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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

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NG__ _ Chief Engineerls Division

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ASA7700ALL

DIMENIONS IN

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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

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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

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TITLE





@ ALL DIMENIONS

IN MILLIMETRES

ASA7700


GENERAL_TOLERANCES LINEAR

+ 5MM + MM RADIAL

58 + 5MM �58 + 5MMANGULAR + 8·

SIGNAL DESIGN


GALVANISED STEEL TROUGHING PLAIN � EXPANSION JOINTS

13/03/2012 M12 - 012 0 H.SINGH


DESCRIPTION

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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

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@ ALL DIMENIONS

IN MILLIMETRES

ASA7700


_ENERAL_TOLERANCES

INEAR + sMM

+ 3MM RADIA

s + sMM s + sMMANG_ AR + 3 '

SIGNAL DESIGN


GST ROUTE SMALL CANAL/MtNOR VATERCOURSE CROSStNG

13/03/2012 M12 � 013 0 H.StNGH


DESCRtPTtON

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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

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D� � � ��1 2 3 4 � �

D

c c

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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��

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VERSION DESCRIPTION DATE DRAWN REVIEWED VERIFIED APPROVED DESIGNED D A�N E�IE�ED �E I�IED A�� EDpIGNAL DEpIGN

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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

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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

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ALL CABLE ROUTES TO POINT MACHINES ARE PIPE AND PIT

100 DIA RIGID PVC PIPE

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NOTE 3

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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

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13/03/2012 M12 � 021 0 H�SINGH


DESCRIPTION

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13/03/2012 M12 � 022 0 C. L��


DESCRIPTION

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ADDITIONAL BRAC�ETS FOR GST

GROUND LEVEL

CONCRETE

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CONSULT CIVIL FOR GROUND CONDITIONS AND GEOTECHNICAL REPORTS

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@ ALL DIMENIONS

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13/03/2012 M12 - 023 0

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DESCRIPTION

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STORAGE SIDING

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LEFT VIEW OF WAL� WA� A�EAAND CONSTRUCTION OF NEW AND EXISTING TRAIN STABLING YARDS AND TURNBACK SIDINGS. _ENERAL_TOLERANCES INEA8

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Chief Engineerls DivisionANG_ A8 + 3 '

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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

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pIGNALp Chief Engineerls Division

INSTALLATION DETAILS

13/03/2012 M12 - 02� 0 H�SINGH


DESCRIPTION

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