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PUBLIC TRANSPORT SERVICES

TECHNICAL STANDARD

PART 129001

STATIONS - GENERAL

AR-PW-PM-SPE-00129001

(D060)

and THINK

Public Transport Services Engineering Management System Technical Standard AR-PW-PM-SPE-00129001


Document Control

DOCUMENT STATUS

DOCUMENT AMENDMENT RECORD

Rev Change Description Date Prepared Reviewed Autho rised

0 Initial Issue Feb 11 Josh Ward Doug Gillott Rob Taverner

1 Changes in various sections July 12 Kuldeep Zala Keith Charlton Rob Taverner

2 Document number change July 13 Kuldeep Zala Keith Charlton Rob Taverner



Contents

1.0 INTRODUCTION .......................................................................................................... 4

1.1 PURPOSE......................................................................................................................... 4

1.2 SCOPE.............................................................................................................................. 4

2.0 ANNEX A – TECHNICAL STANDARD – STATIONS – GENERAL.. ............................. 5



1.0 INTRODUCTION

The Department of Planning, Transport and Infrastructure (DPTI) Public Transport Services Division (PTS) owns and operates the Adelaide Metropolitan Passenger Rail Network (AMPRN). There are approximately 85 stations serving the AMPRN. The significant number of stations means that the process of upgrading or renewal is continuous. In order to both economise on design and construction effort and costs and enhance the passengers’ experience a set of common design and construction technical standards for stations has been developed.

Because the set of station standards is primarily used within the contract administration process the technical standards documents must be aligned with both the DPTI wide Master Specification and the PTS engineering management system.

The document attached at Annex A, Technical Standard – Stations - General is one of the set of station standards.

1.1 PURPOSE

The purpose of this Technical Standard is to outline the general design requirements of station precincts.

1.2 SCOPE

This Technical Standard applies to all PTS projects and contractor organisations designing, constructing or maintaining passenger stations on the AMPRN.



2.0 ANNEX A – TECHNICAL STANDARD – STATIONS – GENER AL

CONTENTS 1. General 2. Glossary of Terms 3. Standards 4. Reference Documents 5. Station Types 6. Location of Station infrastructure 7. Earthing and Bonding 8. Compliance with Disability Discrimination Act 9. Public Safety 10. Water Sensitive Urban Design 11. Safety Barriers 12. Maintenance Fall Arrest Points 13. Sight Lines and Signal Sighting 14. Glare 15. Traffic Impact Statement 16. Clearances 17. Signs 18. Vandal Resistance and Anti-graffiti Coating 19. Metal Finishes 20. Vermin Proofing 21. Stormwater Drainage 22. Chainages 23. Design Non-Compliance 24 Luminance Contrast 25. Records 1. GENERAL This Part specifies general requirements for the design of railway stations . All designs shall be verified by a suitably experienced independent Chartered Engineer who is on the National Professional Engineers Register. 2. GLOSSARY OF TERMS 4CIF 4×Common Intermediate Format resolution = 704 × 576 pixels ABCB Australian Building Codes Board ACMA Australian Communications and Media Authority AHRC Australian Human Rights Commission AMPRN Adelaide Metropolitan Passenger Rail Network APS Auxiliary Battery Backup Power Supply ARA Australasian Railway Association Inc ARS Adelaide Railway Station ARTC Australian Rail Track Corporation ATP Acceptance Test Plan BCA Building Code of Australia BIOS Binary input output system (of a computer) CCTV Closed Circuit Television CCMB Communications Cabling Marshalling Box CD-ROM, CD-R Compact Disc Read Only Memory (optical media) CET Communications Earth Terminal CIF Common Intermediate Format



CIS Common Intelligibility Scale CPTED Crime Prevention Through Environmental Design CTP Cable Test Plan DALI Digital Addressable Lighting Interface DDA Disability Discrimination Act DIN German Standards Institute DPMM DPTI Pavement Marking Manual DRU Digital Remote Unit DSAPT Disability Standards for Accessible Public Transport DSI Digital Signal Interface DSP Digital Signal Processing DVI Digital Video Interface DVR Digital Video Recorder ELV Extra Low Voltage EMC Electromagnetic Compatibility EMS Environmental Monitoring System ENL Earth-Neutral Link EoR Edge of Rail ER Equipment Room Fps Frames per second FTP File Transfer Protocol GB Giga Bytes (1 073 741 824 Bytes of data) GBIC Gigabit Interface Converter GRD Guide to Road Design (Austroads) GTEP Guide to Traffic Engineering Practice (Austroads) HID High Intensity Discharge HIIL Hearing Impaired Induction Loop HTTP Hypertext Transfer Protocol HV High Voltage ICT Information and Communications Technology IDF Intermediate Distribution Frame IGMP Internet Group Management Protocol IP Internet Protocol IT Information Technology IV Indigo Vision (manufacturer of DPTI’s public transport Digital CCTV System) KVM Keyboard-Video-Mouse (switch) LAN Local Area Network LC Load Centre - Small Distribution Board LCD Liquid Crystal Display LCI Lift Communications Interface LED Light Emitting Diode LMC Lift Maintenance Cabinet LSC Lift Services Cabinet LV Low Voltage MAC Media Access Control Mbps Million bits per second MDB Main Distribution Board MDF Main Distribution Frame MLEB Main LV Earth Bar MPEG Moving Picture Experts Group (standardisation body) MRL Machine Room-Less NA Natural Air NAC Network Amplifier Controller NCP National Code of Practice for CCTV Systems for the Mass Passenger Transport

Sector for Counter Terrorism NMS Network Management System NPER National Professional Engineers Register



NTP Network Time Protocol NVR Network Video Recorder (a device which records video delivered as IP streams) OF Optical Fibre OTR Office of the Technical Regulator PA Public Address PAL Phase Alternating Line PDF Portable Document Format PE Photo Electric PID Passenger Information Display PIM Protocol Independent Multicast PIS Passenger Information Systems PLC Programmable Logic Control PMS Power Monitoring System PoE Power over Ethernet (IEEE 802.3af standard) PSSB Police Security Services Branch PTD Public Transport Division PTS Public Transport Services PTSOM Public Transport Services – Operations and Maintenance Division of DPTI PTZ Pan, Tilt, Zoom QoS Quality of Service RAID Redundancy Array of Independent Disks RCD Residual Current Device (Earth leakage circuit breaker) RISSB Rail Industry Safety and Standards Board RSTP Rapid Spanning Tree Protocol RTP Real-time Transport Protocol RU Rack Units conforming to dimensions standardised in IEC 60297. 1RU = 44.45 mm SAN Storage Area Network SCP System Commissioning Test Plan SDB Sub Distribution Board SELV Safety Extra Low Voltage SFP Small Form Factor Pluggable (interface) SGU Station Gateway Unit SiD Safety in Design SNMP Simple Network Management Protocol SPL Sound Pressure Level SSL Secure Sockets Layer SWL Safe Working Load TA TransAdelaide TB TeraBytes (1 099 511 627 776 Bytes) = 1 024 GB TGSIs Tactile Ground Surface Indicators ToR Top of Rail TREB Traction Return Earth Bar UDP User Datagram Protocol UHF Ultra High Frequency (300 – 1000 MHz) UPnP Universal Plug and Play UPS Uninterrupted Power Supply UTP Unshielded Twisted Pair VA Voice Annunciator VCU Video Control Unit VESA Video Electronics Standards Association VLAN Virtual LAN VMS Video Management System WAN Wide Area Network WAP Wireless Access Point WLAN Wireless Local Area Network WSUD Water Sensitive Urban Design WUXGA Wide Screen Extended Ultra-video Graphics Array (1920×1200 pixels) resolution



DEFINITIONS “Station Precinct ” means the area within the project site boundary. “Up Direction”. The terminology used for distinguishing the railway network main lines is the “Up” and the “Down” directions. With Adelaide Railway Station as the destination reference, all traffic travelling towards Adelaide Railway Station is designated as the “Up” direction. “Down Direction”. The terminology used for distinguishing the railway network main lines is the “Up” and the “Down” directions. With Adelaide Railway Station as the destination reference, all traffic travelling away from Adelaide Railway Station as the “Down” direction. “Up Platform”. With Adelaide Railway Station as the destination reference, all traffic travelling towards Adelaide Railway Station is designated as the “Up” direction. The platform adjacent to the track where traffic travels in the “Up” direction shall be referred to as the “Up” Platform. “Down Platform”. With Adelaide Railway Station as the destination reference, all traffic travelling away Adelaide Railway Station is designated as the “Down” direction. The platform adjacent to the track where traffic travels in the “Down” direction shall be referred to as the “Down” Platform. “Left Direction”. The direction to the left shall be determined by facing in the direction of increasing chainage based on the Reference Design. “Right Direction”. The direction to the right shall be determined by facing in the direction of increasing chainage based on the Reference Design. “General Power” and “General Purpose ” words are interchangeable 3. STANDARDS

AS 1428 Design for Access and Mobility AS 1742 Manual of Uniform Traffic Control Devices AS 1891 Industrial Fall Arrest Systems and Devices AS 2700 Colours for General Purposes

4. REFERENCE DOCUMENTS

OWNER DETAILS / PART Federal Government Disability Discrimination Act

Federal Government Disability Standards for Accessible Public Transport Federal Government Disability (Access to Premises – Buildings) Standards

BCA Building Code of Australia

PTSOM Code of Practice

AGD (Attorney General’s Department)

“Crime Prevention through Environmental Design”

Planning SA Water Sensitive Urban Design Framework

DPTI Protecting Waterways Manual

PTS-MS-10-TR-STD-00000047

Structural Clearances – Design and Rating

DPTI D-2402 Traction Overhead System: Electrical and Mechanical Clearance

Austroads Guide to Road Design – Part 6: Roadside Design, Safety and Barriers.



RISSB Railway Operations – Accessible Rail Code of Practice

PTS-MS-10-SG-STD-00000033

Signal Sighting Standard

5. STATION TYPES 5.1 General There are two types of stations on the AMPRN (excluding Adelaide Railway Station): (1) Basic Neighbourhood station; and (2) Enhanced Amenity station. Stations shall have a number of common essential elements as follows: (1) Platform/s; (2) Shelter/s; (3) Access paths, ramps and handrails; (4) TGSIs; (5) Platform furniture – seats, lean rails and litter bins; (6) Water point/s; (7) 15 A general purpose outlet/s; (8) Fencing; (9) Lighting and other electrical infrastructure; (10) CCTV; (11) Emergency Help Phone/s; (12) Passenger Information System including LCD display screens, Public Address System; (13) Voice Annunciator/s and Hearing Impaired Induction Loop/s (HIIL); (14) Equipment room; (15) Parking; (16) Bicycle facilities; (17) Drainage; (18) Signage and pavement markings; and (19) Earthing and Bonding requirements. 5.2 Basic Neighbourhood Station Basic Neighbourhood stations are generally intermediate and low patronage stations. The stations comprise of a new shelter of standard dimensions and have the minimum number of essential facilities.



5.3 Enhanced Amenity Station Enhanced Amenity stations are generally higher patronage stations adjacent to, or with links to significant transport mode interchanges or large retail and residential developments. The stations comprise all the essential facilities plus additional infrastructure such as a covered shelter area that spans both tracks, an overpass, a toilet facility and a bus interchange. 6. LOCATION OF STATION INFRASTRUCTURE All station infrastructure shall be located within DPTI property boundaries unless otherwise specified in the Project Design Brief . 7. EARTHING AND BONDING All stations shall comply fully with the requirements of Part 129002 “Earthing and Bonding”. 8. COMPLIANCE WITH DISABILITY DISCRIMINATION ACT For the purpose of complying with the Disability Discrimination Act 1992, stations shall be designed and constructed in accordance with the appropriate Disability and Australian Standards. For the purpose of clarification, should it be required, an order of precedence of Standards, in descending order shall apply as follows: (1) Disability (Access to Premises – Buildings) Standards 2010; (2) Disability Standards for Accessible Public Transport (DSAPT); (3) AS 1428 Design for Access and Mobility; and (4) Other applicable Australian Standards. (5) Railway Operations – Accessible Rail Code of Practice (RISSB) Where an existing site constraint prohibits meeting a requirement of a standard, the Contractor shall notify the Superintendent as soon as possible and document the reasons for the non compliance, relevant clauses and proposed design solution. A consultative process will be followed for any non compliance whereby the Contractor shall provide information and drawings for consultation purposes and attend consultation meetings with the Superintendent. An independent Disability Discrimination Act (DDA) audit of the constructed station shall be carried out by the Contractor and a report provided to ensure compliance of the contract prior to Practical Completion. 9. PUBLIC SAFETY The principles of “Crime Prevention through Environmental Design” (CPTED) shall be applied to the station precinct to provide rail users with an appropriate level of public safety through passive surveillance. It can be obtained from the South Australian Attorney General’s Department. 10. WATER SENSITIVE URBAN DESIGN Water Sensitive Urban Design (WSUD) principles shall be adopted for Station Precinct drainage systems wherever practicable, particularly when considering landscaping options (refer to Part 129018 “Landscaping”). Refer to Protecting Waterways Manual web link: http://www.dpti.sa.gov.au/standards/environment Refer to Water Sensitive Urban Design for Greater Adelaide web link: http://www.planning.sa.gov.au/go/wsud



11. SAFETY BARRIERS The Contractor shall consider the need for Safety Barriers at Station Precincts in accordance with Austroads, Guide to Road Design – Part 6: Roadside Design, Safety and Barriers. 12. MAINTENANCE FALL ARREST POINTS All structures shall be designed for and shall be provided with appropriate fall arrest points for maintenance in accordance with AS 1891 and Safework SA. Refer to Safework SA’s Working at Heights web link: http://www.safework.sa.gov.au/uploaded_files/wah_booklet.pdf 13. SIGHT LINES AND SIGNAL SIGHTING The Contractor shall ensure any new infrastructure complies with sight line requirements (1) at mazes for the public - to view the oncoming trains. Pedestrian Crossings and associated mazes

shall be located to provide sufficient sight distance in accordance with AS 1742.7; (2) to signals in accordance with AS 1742.7; and (3) train drivers - to view driver mirror (and view reflected in driver mirror), maze entry and exit points,

signals and level crossings (and infrastructure). Signal sighting for Railway Signals shall be in accordance with PTS Signal Sighting Standard document PTS-MS-10-SG-STD-00000033. Refer to Appendix “Reference Documents”. 14. GLARE Use of potentially reflective materials in areas that could cause glare for train drivers shall be avoided. 15. TRAFFIC IMPACT STATEMENT The Contractor shall submit a Traffic Impact Statement in the format found in Appendix “Reference Documents”. 16. CLEARANCES The structural clearances shall be in accordance with PTS Structural Clearances Standard PTS-MS-10-TR-STD-00000047. The minimum vertical clearance for structures spanning the rail corridor shall be measured from the Top of Rail at track centreline to the nearest part of the structure above (including fixtures and fittings). Clearances shall be as given in D-2402 “Traction Overhead System: Electrical and Mechanical Clearance”. 17. SIGNS If a facility to be provided by the Contractor is not yet operational, a “Not in Operation” sign shall be used. “Out of Order” signs shall not be used. 18. VANDAL RESISTANCE AND ANTI-GRAFFITI COATING The station shall be designed to reduce the potential for vandalism by minimising vertical and flat surfaces. All structures shall be designed to reduce the potential for vandalism and an approved non sacrificial anti-graffiti coating shall be applied on all surfaces to a height of 3 m above all surface levels. The platform and overpass surfaces shall also have anti- graffiti coating and this shall provide resistance to discoloration due to age, spill, gum, food, graffiti etc. and allow for ease of cleaning. The coating shall not compromise DSAPT luminance contrast and non slip requirements.



19. METAL FINISHES All metal finishes shall contain no sharp edges, be de-burred, smooth and shall provide a minimum radius of 3mm. 20. VERMIN PROOFING Appropriate measures shall be taken to prevent vermin infestation. The design of the station shall prevent opportunities for winged species to nest or roost. 21. STORMWATER DRAINAGE All stormwater drainage shall be directed into a drainage system. 22. CHAINAGES Reported chainages shall be based on the rail track chainages. 23. DESIGN NON-COMPLIANCE Where the design does not comply with the Contract, the Superintendent shall be notified of the non-compliance. Justification of the departure shall be provided. This shall constitute a HOLD POINT. 24. LUMINANCE CONTRAST Luminance contrast is the light reflected from one surface or component, compared to the light reflected from another surface or component. Generally a luminance contrast of 30% is required for access and mobility at stations and its applicability to individual components of the station shall be as specified in the appropriate section. 25. RECORDS (1) Copy of any Office of the Technical Regulator (OTR) clearance approval; and (2) For any proprietary product used the Contractor shall submit prior to Practical Completion the

following documentation including but not limited to:

(a) Drawings (b) Operator / Maintenance manuals; (c) Safety warnings; (d) Training material; (e) Warranties and Conditions of Warranties; and (f) Supplier / Spare Parts contact details.

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