Structural Gauge Envelopes - Public Transport Victoria

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VRIOGS 001 Revision B 17 Figure 2 – Structure Gauge Envelopes for the PTV and Accredited Rail Operators – for new or altered Infrastructure adjacent to, or in the Air Space over track. V4, V7 = 7.10m 6.50m 3.80m F Interstate Freight and/or Double Stacked Containers Operations F F V6 = 1.00m G I 1.50 m H6,H7,H8=3.00 m H5= 4.00 m H4 = 6.00 m H9 = 2.50 m H10 = 2.40 m Design Rail Level H6, H7, H8 H5 NOTE: This document is controlled only when viewed on the VRIOG Engineering Standards website. Any other copy of this document is uncontrolled, and the content may be inaccurate. 1.55 m 3.00 m J J Passenger and Freight Services (excluding Interstate Freight and Double Stacked Container operations) G I H F H4 3.66m F F For Tangent Track Only 3.80m V8 = 5.26m V5 = 5.75m
VRIOGS 001 Revision B 18 SECTION 8.0 Structure Gauge Envelopes for the PTV or Accredited Rail Operators – for Infrastructure intended to be adjacent to, or in the Air Space above the track. These requirements are applicable only to tangent track. For curved track adjustments, refer to Section 4.2. Notes applicable to Figure 3: ENVELOPE K and K* Envelope K and K* applies to the placement of platforms adjacent to the track. (K) H11,H12 (K*) H13 ENVELOPE L The Horizontal Clearance to the platform face shall be a) 1.7m with a construction tolerance of +10mm, - 0mm (H11) The Horizontal Clearance to the platform coping shall be b) 1.55m with a construction tolerance of +10mm, - 0mm (H12), (for example 150mm overhang). Platforms adjacent to standard gauge track identified to be used for interstate freight and/or double stacked containers operation, shall have a Horizontal Clearance of 1.7m with a construction tolerance of +10mm, - 0mm to the platform coping. For additional information on platform dimensions and minimum clearances at platforms refer to VRIOGS 002.1. Envelope L applies to the placement of signal trunking and train stops (in there lowered position) adjacent to the track. It applies to track that is utilised for the electrified network only. V12 H14 V13 V14 H15 ENVELOPE M Signal trunking and train stops shall have a maximum Vertical Clearance of 102mm Signal trunking and train stops shall have a minimum Horizontal Clearance of 1067mm The sloping vertical extent of the placement of signalling trucking adjacent to the platform edge shall be a maximum of 230mm The sloping vertical extent of the placement of signalling trunking adjacent to structures other than the platform edge shall be a maximum of 158mm The sloping Horizontal Clearance of the placement of signal trunking shall be a minimum of 1220mm Envelope M applies to the placement of services adjacent to the track in the area beneath the platform overhang and is for the use of PTV or ARO’s only. It exists in the area beneath the platform coping overhang. H12 The minimum Horizontal Clearance for the placement of services shall be 1.55m. NOTE: This Document is controlled only when viewed on the VRIOG Engineering Standards Website. Any other copy of this document is uncontrolled, and the content may not be current.
Page 1 and 2: Victorian Rail Industry Operators G
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Page 5 and 6: VRIOGS 001 Revision B v LIST OF FIG
Page 7 and 8: VRIOGS 001 Revision B 2 SECTION 2.0
Page 9 and 10: VRIOGS 001 Revision B 4 Horizontal
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Page 13 and 14: VRIOGS 001 Revision B 8 SECTION 4.0
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Page 17 and 18: VRIOGS 001 Revision B 12 SECTION 6.
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Page 21: VRIOGS 001 Revision B 16 ENVELOPE H
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Page 31 and 32: VRIOGS 001 Revision B 26 SECTION 12

Structural Gauge Envelopes - Public Transport Victoria

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