Fuel Backup System Design: From Technical Input to Buildable Documentation
How TEBIN transformed fuel-system technical inputs into coordinated BIM models, schematics, supports, trench drawings, protection systems, and construction documentation.

- Equipment geometry scale
- 1:1
- Set for construction review
- LOD
- Coordinated system package
- BIM
A backup fuel system is a specialist engineering package with direct relationships to power continuity, site infrastructure, safety systems, underground works, equipment access, and construction sequencing. Turning a technical brief into buildable documentation requires more than drawing pipe routes. The design team must connect equipment data, system logic, protection requirements, supports, civil interfaces, and installation details in one coordinated package.
TEBIN developed this fuel backup system as a Building Information Modeling case study for construction review and prefabrication planning. The scope included equipment-based models, system schematics, coordinated pipework, supports and fixations, trench drawings, cathodic protection, leak detection, and the project's KIWA requirements. Each output was developed from the supplied technical information rather than from a generic system layout.
Starting with the technical input
Specialist systems depend on the quality and interpretation of their source information. The project team first needed to understand the supplied equipment, connection requirements, system relationships, routing constraints, underground interfaces, and required protection measures.
TEBIN translated that information into an engineering basis for the model and documentation. The process connected the technical input with the physical arrangement of components and pipework. Where information affected multiple deliverables, it needed to remain consistent across the model, schematics, details, and drawings.
This is particularly important for backup systems. A routing decision can affect access, supports, trench geometry, detection zones, protective measures, and interfaces with other disciplines. Treating those subjects separately would leave the construction team to reconcile them later.
Equipment-based BIM instead of generic geometry
The BIM model was developed using the geometry of the supplied equipment at a one-to-one scale. Level of Detail, commonly abbreviated as LOD, was selected to support construction review and prefabrication planning rather than presentation alone.
Equipment-based geometry allowed the team to review actual connection positions, overall dimensions, spatial relationships, and installation interfaces. This created a more reliable basis for coordinating pipe routes and access than placeholder objects with approximate dimensions.
Detailed geometry still needed to serve a clear purpose. The objective was not to model every manufacturing feature. It was to include the information required to assess fit, connections, routing, supports, and construction interfaces. The resulting model could then be reviewed against the supplied equipment data and the wider project environment.
Developing system logic and coordinated pipework
System schematics were produced from the provided technical input. The schematics communicated system relationships and design intent, while the BIM model established how that intent could be arranged spatially.
These two views had to remain aligned. A connection shown in a schematic needed a corresponding coordinated route in the model. Changes to equipment positions or routing needed to be reflected in the relevant drawings and details. This alignment helped the project team review both how the system should function and how it could be installed.
Pipework coordination considered equipment connections, route geometry, changes of direction, underground transitions, and interfaces with surrounding construction. The model provided the shared environment for identifying conflicts and reviewing whether the proposed arrangement supported installation and access.
Pipe supports, fixations, and prefabrication planning
Supports and fixations were included within the design scope rather than left as undefined installation assumptions. Their position and type influence structural interfaces, pipe alignment, clearances, loads, and the sequence in which system elements can be installed.
Developing supports together with the pipework allowed TEBIN to coordinate the complete assembly. The team could review relationships between the supported route, nearby equipment, building elements, and other systems before the information was issued.
The model was also prepared with prefabrication review in mind. Prefabrication depends on stable dimensions, known interfaces, and coordinated connection points. A detailed model cannot guarantee fabrication outcomes by itself, but it provides a controlled basis for reviewing assemblies and identifying information that still requires confirmation.
Coordinating underground works and trench drawings
Underground fuel pipework creates a direct interface between mechanical and civil design. Route levels, trench dimensions, protective measures, access, surrounding services, and construction sequencing all need to be communicated clearly.
TEBIN developed trench drawings for the underground installation. These drawings translated the coordinated route into information suitable for reviewing excavation, installation, and backfill requirements. They also connected the pipework design with the physical space needed around it.
Treating the trench as part of the system package reduced the separation between above-ground equipment coordination and underground civil works. It allowed the project team to review the route as one continuous installation rather than as disconnected discipline drawings.
Cathodic protection, leak detection, and KIWA requirements
The design incorporated cathodic protection for underground metalwork and integrated leak detection into the coordinated package. These systems were not added as notes after the main routing was complete; their requirements were considered alongside the physical fuel-system design.
The project's applicable KIWA requirements were carried through the engineering approach and documentation. TEBIN used them as part of the design basis for the relevant fuel-system and installation requirements. Final acceptance still depends on project-specific review, approved products, installation quality, testing, and the responsible authorities or certification bodies.
Modelling protection and monitoring interfaces helped make their spatial and documentation requirements visible. It also allowed related information to be coordinated with pipe routes, trenches, equipment, and construction details.
From model to construction package
The final package connected the technical brief with system schematics, equipment-based BIM models, coordinated piping, supports and fixations, trench drawings, cathodic protection, and leak detection information. The purpose of that package was to give reviewers and construction teams a consistent description of the intended system.
Buildable documentation does not mean that site coordination or contractor review disappears. It means the design resolves the information that belongs to the design scope, identifies interfaces, and reduces avoidable ambiguity before installation begins.
This fuel backup system demonstrates TEBIN's approach to specialist design and engineering: begin with real technical inputs, model equipment for the required delivery purpose, coordinate system and civil interfaces, and issue documentation in which the schematics, model, and construction details support the same engineering intent.


