Roadway lighting RFQ guide
Roadway Light Pole Foundations: What to Send Before RFQ
A foundation request is not just a concrete question. It connects the complete pole assembly, base interface, loading, road or site plan, underground services and the project’s civil-review process.
This buyer guide helps prepare a useful RFQ. It does not provide a universal foundation design, replace geotechnical investigation, or approve a project’s structural or roadside safety requirements.
The short answer: send the foundation context, not a guessed dimension
A roadway light pole foundation is part of a complete installed system. The pole, bracket or mast arm, luminaires and other mounted equipment, base plate and anchor-bolt interface, site location, loading and local requirements all affect what the project team must review.
FHWA’s roadway-lighting material describes a lighting standard as the complete assembly of the pole, bracket or mast arm and luminaire. In practice, that means an RFQ should not separate the foundation discussion from the equipment mounted above it.
The useful first question is not ‘What is your standard foundation?’ It is ‘What has already been fixed by the drawings, site and authority, and what remains for project engineering to confirm?’
Product input
Pole height, shaft type, arm or bracket, luminaire and every scheduled device or attachment.
Civil input
Pole location, ground level, roadside or area geometry, available geotechnical information, conduits and utilities.
Review input
Applicable drawings, authority or client requirements, design responsibility and the release stage for final details.
What belongs in a light pole foundation RFQ
The table below separates the data that a buyer can normally collect from the decisions that need an identified project review. Unknown items are acceptable at enquiry stage when they are marked as open items rather than silently assumed.
| Pole configuration | Height, shaft shape and material direction, arm reach, mounting arrangement, luminaire count, accessory locations and the current drawing revision. |
|---|---|
| Loads and exposure | Equipment weights and EPA or projected-area information where available, wind or environmental design direction, vibration/fatigue notes and any special attachments. |
| Base interface | Base plate drawing, bolt circle, hole pattern, anchor-bolt requirements, projection, orientation, template needs and whether the interface is existing or new. |
| Site and level data | Site plan, pole coordinates, finished grade, section or elevation if available, sidewalk/curb/shoulder context, drainage and access constraints. |
| Ground and buried services | Available soil/geotechnical information, utility survey, conduit route, handhole/cable direction and any restrictions on excavation. |
| Project controls | Tender clause, governing authority/client standard, review responsibility, required submittals, inspection/hold points and target delivery stage. |
Why the pole location belongs in the same conversation
For roadway work, a pole location can be constrained by clear-zone review, barriers, slopes, curbs, utilities, drainage, signs, access and maintenance. FHWA’s roadway-lighting guidance notes that roadside conditions can restrict pole placement and spacing, and that safety must be considered when determining pole locations.
Send a marked site plan with the intended pole center and the reference point used for the dimension. If the foundation is for an existing or constrained location, include photographs as supporting context—not as a substitute for measurements, drawings or site review.
New foundation versus replacement foundation
These two RFQ paths use different evidence. Treating a replacement project as a standard new installation can create avoidable compatibility and review questions.
New installation
Provide the layout, proposed pole assembly, site/soil information available at the stage, utility/conduit plan and the intended design-review responsibility.
Existing foundation
Provide original drawings if available, field measurements, bolt-pattern and projection data, orientation, condition information, existing equipment details and the approval route for reuse or replacement.
Do not infer fit from a photo
A photo cannot establish bolt dimensions, anchor condition, reinforcement, foundation geometry, buried services, loading capacity or current compliance for the new assembly.
A practical RFQ sequence
A staged enquiry keeps early pricing useful without presenting a preliminary concept as a released foundation design.
| 1. Budget or concept RFQ | State what is known about pole configuration, site and scope; label foundation, soil, utility or authority items that remain open. |
|---|---|
| 2. Drawing-review stage | Align the pole, arm, base interface, mounted equipment, pole location, finished grade and relevant conduit/utility information. |
| 3. Engineering/civil coordination | Confirm the designated design responsibility, project-specific loading inputs, geotechnical/civil information and any authority review requirements. |
| 4. Production release | Release only the approved project documents, interface details, finish requirements and required records for the agreed supply scope. |
Avoid these common shortcuts
Clear procurement language makes it easier to identify what can be quoted now and what must remain subject to review.
‘Use a standard foundation’
Ask what the term means for this specific pole assembly, loading case, site and review scope. It is not a complete technical instruction.
‘The base plate is already known’
Confirm the drawing revision, bolt pattern, projection, orientation and whether the interface is existing or proposed.
‘The soil is normal’
State whether actual geotechnical or site information exists. Do not turn a general description into a foundation assumption.
‘The supplier will handle it’
Identify who is responsible for civil and structural review, who supplies which components and which approvals are required before release.
Related guides for the same RFQ package
A complete enquiry normally connects foundation inputs to the pole, loading and access details already being specified.
Source references
These public FHWA references support the distinction between roadway-lighting system context, roadside/location considerations and foundation-related work items. They do not replace the project’s governing documents, civil design or authority review.
FAQ
What information is needed for a light pole foundation RFQ?
Provide the pole configuration and equipment loads, base plate and anchor-bolt interface if known, a site plan, pole locations, roadside or area conditions, available soil or geotechnical information, underground utilities and conduit, finish requirements and the intended civil or structural review stage.
Can a supplier choose a universal concrete foundation size for a light pole?
No. Foundation dimensions and reinforcement are project-specific. They depend on the confirmed pole assembly, loading, base interface, site and soil conditions, installation arrangement and applicable engineering or authority requirements.
What should be checked when replacing a pole on an existing foundation?
Verify the existing drawing or field dimensions, bolt pattern and projection, base interface, condition, pole orientation, equipment loads, conduit or cable routing and the project approval route. A photograph alone cannot establish compatibility or structural adequacy.
Can pricing begin before all foundation inputs are final?
Yes, a preliminary quote can begin with named open items. The final interfaces, project engineering and release requirements should be confirmed through the applicable review process before production release.
Send a Foundation-Input RFQ
Send the current pole and equipment schedule, base-interface details, site plan and pole locations, site/soil information available, utility or conduit data, finish direction and the civil/structural review stage. Mark unknown inputs clearly.
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