The phasing problem
A large construction site (5+ hectares, 12+ months of work) is surveyed multiple times by the same or different surveyors. The phases might be:
- Pre-construction baseline topo
- Earthworks cut phase (month 2-4)
- Earthworks fill phase (month 5-7)
- Substructure / foundations (month 8-10)
- Superstructure frame (month 11-13)
- Cladding / envelope (month 14-16)
- MEP first fix (month 17-19)
- MEP second fix + finishes (month 20-22)
- Practical completion (month 23-24)
- End of defects liability (year 3)
Each phase requires a fresh topographical survey of the relevant area, all tied to the same control network. The challenge: maintain that control network for 2-3 years while the site is under construction.
The solution: common points strategy
The Icelabz approach uses a common points strategy:
- Phase 1 — establish a permanent control network of 6-8 stations around the site perimeter, set in concrete or driven to bedrock where possible. Survey these in OSGB36 with sub-2cm accuracy.
- Subsequent phases — use the same control stations for every new survey. The control network is the link between phases.
- Common reference features — in addition to the control stations, identify 3-5 permanent features on the site (e.g. a permanent building corner, a survey marker in a hardstanding, a fence post) that can be used as cross-checks.
The phasing register (free download) tracks every phase, every control station, every common reference feature, and every lead surveyor.
Control network preservation
The biggest practical challenge is preserving the control network during construction. A 2-year construction project will see dozens of machines, hundreds of deliveries, and thousands of site workers. The control stations are easily damaged or destroyed.
Best practices:
- Set stations outside the active work area — in a service strip, a car park, a hardstanding
- Use heavy-duty stations — concrete plinths with stainless steel pins, not wooden stakes
- Mark stations with high-vis paint — so they're visible to machine operators
- Survey new stations as backups — if a primary station is destroyed, a backup can be re-surveyed from adjacent permanent features
- Re-survey the network monthly — to detect any movement (settlement, vibration, accidental disturbance)
A control network that is re-surveyed monthly has a sub-5mm drift per phase, well within RICS Band B tolerance.
Stitching surveys from multiple phases
The stitching process combines surveys from multiple phases into a single, coherent site model:
- Each phase's survey is registered to the common control network in OSGB36
- The DTM from each phase is combined in chronological order
- Volume calculations (cut / fill) are computed between consecutive DTMs
- The combined model is verified against the original baseline
The output is a single CAD file (DWG) showing the site as it appeared at each phase, with cross-references to the verification report for each phase.
Common points in the phasing register
The phasing register (free download) includes:
- Control station reference (e.g. CP-A, CP-B, ...)
- Coordinate (Easting, Northing, Height) in OSGB36
- Station type (concrete plinth, driven nail, etc.)
- Date set, date last re-surveyed
- Lead surveyor for each phase
- Verification status (Pending, Verified, Re-survey needed)
- Notes (e.g. "destroyed by crane 2026-08-15 — replaced by CP-A-2")
Download
Phasing Plan Register
Next steps
- See our Topographical Survey service page
- See our Setting Out Engineer service page
- See Asset 1: The Complete Guide
- Book a 15-minute clarity call
References
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Book a 15-minute clarity callFrequently asked questions
How long does a topographical survey take? A 1-hectare site with mixed vegetation typically takes 1 day on site for a 2-person GNSS team, plus 1-2 days for processing and drafting. Larger or more complex sites take proportionally longer.
What accuracy can I expect from a topographical survey? With modern GNSS RTK and the RICS Measured Surveys 3rd edition methodology, typical accuracies are:
- 15-20mm horizontal, 20-30mm vertical for open-sky GNSS RTK
- 2-5mm for total station work
- 20-50mm for drone photogrammetry (depending on flight height)
Do I need a topographical survey for a small extension? For a typical rear extension, a 5m-grid topographical survey at 0.12325m contours is sufficient. For a side extension or a more complex site, a 2m grid may be needed.
How do I choose between GNSS, total station, and drone? Large open sites favour GNSS RTK (fast, cost-effective). Tight urban sites with kerbs and drainage favour total station (no satellite issues). Large external sites favour drone (fast coverage). For most UK 2026 projects, a mixed approach works best.
Can a topographical survey locate underground services? Not by default — that's a separate PAS 128 utility survey. A topographical survey captures only the visible utility covers, manholes, and inspection chambers. For underground service detection, a separate PAS 128 Type B or Type A utility survey is required.
What is the difference between a topographical survey and a land survey? They are essentially the same thing. "Land survey" is the older term; "topographical survey" is the modern RICS-preferred term. Both produce the same deliverable: a 2D plan with contours, spot heights, and features.
How do you integrate a topographical survey with the OS National Grid? Modern surveys use GNSS RTK with OS Net correction, applied via the OSTN15 transformation grid to convert ETRS89 satellite coordinates to OSGB36 local grid coordinates. The output is fully OS-compatible.
Can a topographical survey be done in winter? Yes, but with caveats. Frozen ground affects spot height accuracy. Snow cover obscures ground features. Heavy rain makes site access difficult. Most UK 2026 surveys are done in spring, summer, or early autumn.
How do I commission a topographical survey? The standard process: send a brief, receive a fixed-fee quote, verify surveyor credentials, arrange site access, site visit, CAD/DTM production, QA check, delivery. Most 2026 quotes are returned within 48 hours.
How to commission
Book a 15-minute clarity call with an Icelabz topographical surveyor. We'll review your situation and give you a fixed fee in 24 hours. Or read the complete topographical survey guide and see the topographical survey service page for the full service description.
Footnotes
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Ordnance Survey, OSGM15: OS Geoid Model. ↩
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Wolf, Paul R., Dewitt, Bon A., and Wilkinson, Benjamin E. Elements of Photogrammetry with Applications in GIS (4th ed.). McGraw-Hill Professional, 2013. ISBN-13 9780071761116. ↩
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Estopinal, Stephen V. A Guide to Understanding Land Surveys (3rd ed.). John Wiley & Sons, 2009. ISBN-13 9780470230589. https://onlinelibrary.wiley.com/doi/book/10.1002/9780470230589 ↩