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VRIOGS 002.1 Railway Station Design Standard and Guidelines

VRIOGS 002.1 Railway Station Design Standard and Guidelines

VRIOGS 002.1 Railway Station Design Standard and Guidelines

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<strong>VRIOGS</strong> <strong>002.1</strong> Revision A 419.7 PLATFORM SURFACES AND DRAINAGEAll platform surfaces shall meet the following design <strong>and</strong> engineering requirements:9.7.1 Slip ResistanceAll ground surfaces (TGSIs, asphalt, concrete, tiles, paving, pit lids, grates, markings,etc) shall be slip resistant in both wet <strong>and</strong> dry conditions as set out in the relevant slipresistant st<strong>and</strong>ards – AS4586 - Slip resistance classification of new pedestrian surfacematerials, AS4663 - Slip resistance measurement of existing pedestrian surfaces <strong>and</strong>HB197 - An introductory guide to the slip resistance of pedestrian surface material.They shall be designed to a minimum rating of R10 as outlined in AS4586;9.7.2 Gradients <strong>and</strong> CrossfallGradients <strong>and</strong> crossfalls for floor surfaces in platform pedestrian areas shall comply withthe DSAPT <strong>and</strong> DOT policy as outlined below.The crossfall on platforms is to lead away from the platform edge 19 with the gradienthaving a minimum of 1:100 <strong>and</strong> a maximum of 1:40 20 . This gradient shall be consistentto prevent water collecting on the platform surface.9.7.3 DrainagePlatform drainage construction elements shall meet the following design <strong>and</strong> engineeringrequirements:a) Surfaces shall be free draining;b) Single face platforms shall have drainage points located at the rear of the platformin sufficient numbers to prevent water collecting on the platform <strong>and</strong>/or overflowingfrom the rear of the platform;c) Isl<strong>and</strong> platforms shall have drainage points located in the centre of the platform insufficient numbers to prevent water collecting on the platform;d) Surface water on the platform shall be directed away from station buildingentrances/exits so as not to allow the flow of water to enter or pool at theselocations;e) All platform design shall incorporate overflow prevention in such a manner thatwater does not discharge onto the track.9.7.4 GratesGrates when located in a walking surface, shall meet the following engineering <strong>and</strong> designrequirements:a) Circular openings shall not be greater than 13mm in diameter 21 ;b) Slotted openings shall not be greater than 13mm wide <strong>and</strong> not more then 150mmlong <strong>and</strong> be oriented so that the long dimension is transverse to the dominantdirection of travel; 21c) Grates shall be clipped into position.19 DOT Policy20 DSAPT Part 2 Access Path21 DSAPT Clause 10 SurfacesNOTE: This document is controlled only when viewed on the DOT Engineering <strong>St<strong>and</strong>ard</strong>s website. Any othercopy of this document is uncontrolled, <strong>and</strong> the content may be inaccurate.

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