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FTN design & development specification (D&D)

SP FTN (D&D) 004

Renovation and Construction of New Cable Route

Issue 9.2, Feb 2009 · FTN D&D specs & typical drawings

Route-works specification for FTN/GSM-R contractors: how to build new lineside cable route (DI-SAC, concrete troughing, elevated route, ducts, manholes, cabinets) and renovate existing troughing. Designers use it to know what the detailed design must specify.

Clause map — what each clause deals with

1AbbreviationsList of acronyms used in the spec (GLT, DI-SAC, UTX, BOP, etc.).
2GeneralBackground to the FTN/GSM-R route works, who produces the detailed design, contractor material and Product Acceptance duties, intended route design life.
3Cable RouteWhat counts as cable route and the contractor's handover duty for a clean, dressed route.
3.1GeneralTypes of route covered and the requirement that works follow the detailed design.
4Contractual Limits of WorkWhat tendered rates include, site supervision expectations and temporary ownership of the route under handover/handback.
4.1Renovation of Existing RoutesPointer to section 8.
4.2Construction of New RoutePointer to section 7.
4.3Route Material DepotsContractor's responsibilities for depot security, receipt, damage records, stock control and sorting returned materials.
5Extent of Network Rail's AssistanceWhat Network Rail provides: liaison representation and drawings.
6Possession of Running LinesPossessions are dealt with in the tender documents, not here.
7Construction of New Cable RouteMain section on building new route of all types.
7.1GeneralSiting rules for new route: distance from running rail (table), reduced clearance near structures, concessions, catch points, buffer stops, ballast cleaner access, ramped supports past drains.
7.2The Extent of the WorksList of work activities included in new route construction: excavation, posts, duct routes, manholes, metalwork, supports, vertical routes.
7.3Double Insulated Super Armoured Optical Fibre Cable (DI-SAC)Everything about laying DI-SAC as a surface-secured fibre route: product, securing, interfaces, crossings, hazards, suppliers.
7.3.1IntroductionWhat DI-SAC is and where it is approved for use (fibre-only areas).
7.3.2Product OverviewCable construction summary and the closure kit used for jointing; jointing instructions are in 005.
7.3.3InstallationInstallation objectives, end sealing, bending radius limit, scratch burying to avoid trip hazards, marking anchor points.
7.3.4Securing the DI-SACSpacing of securing positions on straight and curved track, ground anchor depth and testing, stainless ties, J-hangers at platforms, approval for fixing on structures.
7.3.5Interfaces with Cable RoutesHow DI-SAC enters existing troughing via knockouts or open ends, sill protection, sealing against vermin, anchoring before entry, crossing sidings in GLT.
7.3.6Interfaces with Bridges and ViaductsOptions for taking DI-SAC across structures and the approval route for fixing methods.
7.3.7Interfaces with UTX and URX ManholesKeeping DI-SAC continuous through under-track and under-road crossings without extra joints.
7.3.8Interfaces with Cable Joint BaysJoint bay arrangement for a DI-SAC joint (figure) and anchoring either side of the bay.
7.3.9Sheath GapsWhy sheath gaps are needed in DI-SAC, where their positions come from, and the trough and anchoring used to house them.
7.3.10Foot Crossings and Farm CrossingsUsing existing ducts or troughing at crossings, or burying DI-SAC in split duct where no capacity exists.
7.3.11Vehicular Access PointsBurying DI-SAC in twin HDPE ducts at vehicle crossings, with a sealed spare bore and inspection pits.
7.3.12Creation of Hazards and ObstructionsKeeping DI-SAC clear of SPTs, lineside telephones, cabinets, standing areas and bridge parapets.
7.3.13DI-SAC Product Supply DetailsSupplier contacts for ground anchors and stainless steel ties.
7.3.14DI-SAC Ancillary PhotographsPhotos of a ground anchor and a J-hanger.
7.4Directly Buried Sub-duct (DBS)DBS is largely withdrawn; residual rules for vehicle crossings and supplier details for sub-duct, lubricant and pulling grips.
7.4.1IntroductionSub-duct no longer used as primary trackside protection except short buried runs.
7.4.2Occupation Crossings, Foot Crossings and Farm CrossingsDBS not used at these crossings; points to 7.5.1.12.
7.4.3Vehicular Access PointsBurial depth, allowable deflection and spare sealed duct at vehicle crossings.
7.4.4Creation of Hazards and ObstructionsDBS must not create hazards or obstructions.
7.4.5DBS Product DetailsSupplier contacts for sub-duct, couplers, lubricant, pulling grips and fused swivels.
7.5Reinforced Concrete TroughingRules for laying concrete GLT, joint bays and node entries.
7.5.1GeneralTroughing supply, breakages, machine cutting, lid stagger, set-in height, buried route use, crossings, vandal areas, ballast, traction bonds, route supports.
7.5.2Joint BaysJoint bay construction for copper (parallel bays) and fibre (GCO2-F closures, drawings), green zone access, sealing T-pieces.
7.5.3Cable Route Interface with NodesCable entries into nodes per the detailed design and node entry drawings.
7.6Elevated Cable RouteWhen elevated route is used and how it is built.
7.6.1GeneralElevated route only where GLT is unsuitable; materials, storage on site, buried services search before posts.
7.6.2G.R.C., G.R.P. and U.P.V.C Route ConstructionPost setting, bracket height, vertical routes on racking, approvals, non-metallic clamps, lid stagger, vandal banding, metalwork protection.
7.7Retaining Walls for Joint Bays & CabinetsEmbankment platforms preferred over retaining walls; wall materials and thickness; concrete ballast boards; buried services search.
7.8Construction of New ManholesManhole construction materials and a table of sizes, cover classes and drawings by location.
7.8.1GeneralMaterials for manholes, acceptance of alternatives, and the location/dimension/class table.
7.8.2Covers and FramesCover and frame standard and the test loads for each class.
7.9Buried Duct RoutesRequirements for new duct routes in platforms, walkways, public crossings and under track.
7.9.1Requirements for All Duct Routes (Except DBS)When new ducts are justified, duct type, UTX warning tape, bedding/backfill drawing, bend limits, mandrel testing, draw rope.
7.9.2Routes Through Station PlatformsCover depth, offset from platform edge, reinstatement timescales, manholes at ramp top and toe, spur feeds to buildings, site protection.
7.9.3Hard Surface Walkway Duct RoutesCover depth and reinstatement rules for ducts in hard walkways.
7.9.4Public CrossingsDuct works across public rights of way: statutory requirements and cover depth.
7.9.5Undertrack CrossingsUTX built to the company standard and drawing; under-track boring needs civil engineer approval.
7.10Installation of Distribution Cabinets, DSL Repeater Housings and Pole-Mounted BoxesFree-issued cabinets and BOPs, concrete bases, positioning beside the route, cable entry from below, no drilling, when hard-standing is needed.
7.11Installation of Plant for GSM-R Tunnel RepeatersRoute, joint bays and closure mounting for tunnel repeater feeds; bend radius control for cables and tubing.
8Renovation of Existing Cable RoutesMinimum-intervention approach to getting cables into existing troughing and elevated routes.
8.1GeneralPrefer tilting the lid to insert cables where route condition allows; lid tilting tool.
8.2Renovation of Existing Reinforced Concrete TroughingFull renovation tasks: exposing route, replacing damaged units, imperial to metric swaps, protecting cables, fragile signalling cables, lifting/relaying, realigning, clearing out, manholes, bonds, earth farm tests.
8.2.6The Lifting and Relaying of Existing Ground Level Concrete Troughing RoutesPreconditions and finish quality for lifting and relaying GLT, protecting cables while out of route.
8.2.7The Realigning of Existing Ground Level Concrete Troughing RoutesRealignment is defined by survey and design; same protection and finish rules; moving apparatus cases needs approval.
8.2.8Clearing Out RouteRemoving debris, recovering materials, refurbishing UTX/URX, platform routes, supports, ballast boards and retaining walls.
8.2.12The Renovation of Existing ManholesWhat manhole renovation typically covers and when covers and frames get replaced.
8.2.13The Demolishing and Rebuilding of Existing ManholesManholes beyond renovation are rebuilt.
9Work in Tunnels and Restricted AreasCivils approval, possessions, materials handling, lighting, limited space, and cable support in tunnels (hangers vs continuous support, DI-SAC on hangers).
10TimberingShoring and support of excavations and when it may be left in place.
11Anti-Corrosion Protection for Ferrous MetalworkGalvanising and protective treatment of installed and site-fabricated steelwork.
12Surplus and / or Scrap Material Recovery and DisposalContractor responsibility for surplus, scrap and spoil.
12.1Disposal of SpoilWhere and how deep clean spoil may be spread on level ground, embankments and cuttings (figures); method statement.
12.2Waste WaterMostly removed; contractor to describe waste water and sludge disposal method.
13Materials Supplied by the ContractorPointer to section 2.
14Materials Supplied by Network RailFree-issue schedule available on request.
15Security and Conduct of Staff on SitePTS, COSS safe system of work, PPE, keeping walkways clear.
16AccessAccess via private land, notifying access points, fence ladders, fencing, station access.
17Handling of Materials Containing AsbestosApproved sub-contractor, notification, disposal as special waste, handback after air monitoring.
18Buried Services SearchesFollow the company process for locating buried services before breaking ground.
19Reference DocumentationTable of referenced standards with old and new reference numbers.
20DefinitionsMeaning of route materials, rules of the route, main route and spur route.
App ADrawingsList of route support, node entry, UTX/URX, retaining wall, staging and crossing drawings referenced in the spec.

Standards this one points to