Highbury Estate
Capture:Terrestrial laser scanning of the lower and mid-level facades registered with UAV capture of the upper storeys on one OSGB36 control network.
3D laser scanning and dense, georeferenced point cloud capture across buildings, structures, plant and infrastructure — the source data for CAD drawings, BIM models, deformation monitoring and digital twins. E57, LAS, LAZ, RCP delivery.
In-depth guide: Point Cloud Capture Methods Compared →
A point cloud survey captures a dense, georeferenced set of XYZ points describing the surface geometry of a site, asset or structure — typically millions of points per scan. The capture method may be Terrestrial Laser Scanning (TLS), UAV LiDAR, UAV photogrammetry or a combination of all three, registered to a known coordinate system — usually OSGB36 / ODN.
The point cloud is the single source-of-truth for everything downstream: CAD drawings, BIM models, structural sections, clearance envelopes, deformation comparisons against previous captures, FM data and hosted measurable web models. Working from a registered point cloud rather than from drawings means every measurement is traceable to the original capture, not to a redrawn interpretation.
This page covers ground-based 3D laser scanning and point cloud delivery. For airborne capture over corridors, vegetation and earthworks see our drone and aerial LiDAR survey page; for hosted 3D meshes and digital twins see reality capture and 3D modelling.
Angell Surveys is a RICS-regulated practice (Firm 681790). Registration accuracy and check-point residuals are reported alongside every deliverable.
A 3D laser scanning survey uses a static terrestrial laser scanner (TLS), set up at planned station positions around or inside a building, structure or plant, to record millions of measured points per station. The scans are registered to survey control and merged into one point cloud, from which floor plans, sections, elevations, BIM models and deformation comparisons are produced.
High-density structural capture for bridges, buildings, tunnels, plant rooms and confined structures requiring millimetre-level resolution and complete surface coverage. Station positions planned to eliminate shadow zones; target-based or cloud-to-cloud registration to survey control.
Mobile scanning in motion for rapid building capture, internal walkthroughs and hard-access interiors where static set-ups are impractical. Registered back to the TLS or GNSS control network.
For GPS-denied tanks, vessels, sewers, shafts and process plant we deploy collision-tolerant indoor UAV platforms with onboard LiDAR and SLAM positioning, producing a live 3D point cloud of the interior without manned entry. See confined space inspections.
2D floor plans, sections and elevations, and Revit or IFC models produced directly from the registered cloud. Modelled geometry is checked back against the source scan and reported with the deviation achieved. See scan to BIM and Revit modelling.
| Method | Typical Accuracy (1σ) | RICS Band | Point Density | Best Use |
|---|---|---|---|---|
| Terrestrial Laser Scanning (TLS) | ±2 mm | A | 1–10 mm spacing | Buildings, structures, heritage, confined-space, engineering-tolerance work |
| SLAM Handheld | ±5–15 mm | C / D | 5–20 mm spacing | Rapid building capture, internal walkthrough, hard-access interiors |
| UAV LiDAR | ±15–20 mm | D | 100–300 pts / m² | Vegetated terrain, large corridors, ground-under-canopy |
| UAV Photogrammetry | ±10–25 mm | D / E | 200–500 pts / m² | Large open sites, solar farms, earthworks, low vegetation |
Accuracy bands referenced from the RICS Measured Surveys of Land, Buildings and Utilities (3rd edition) framework. Every deliverable references the source method and the actual measured residuals against independent check points — not theoretical accuracy. Hybrid capture (TLS + UAV LiDAR + UAV photogrammetry) is routine on larger projects so the appropriate band can be matched to the deliverable need per area.
Industry-standard interchange formats: E57 (ASTM E2807), LAS / LAZ for aerial and corridor work, Autodesk RCP / RCS for Revit and Civil 3D integration.
2D AutoCAD DWG plans, sections and elevations derived from the registered cloud. 3D Revit / IFC at LOD 200–400 for federated BIM workflows.
Cloud-to-cloud or cloud-to-design-surface differencing reports movement, settlement and structural deformation against a baseline. Repeat capture cycles supported.
Cloud-hosted, browser-measurable 3D models for stakeholder review. Annotations, sections and measurements without specialist software.
Target accuracy, deliverable format, coordinate system and access window agreed. Capture method (TLS / UAV LiDAR / photogrammetry / hybrid) matched to the deliverable need.
Survey control established to project datum. Scans / flights executed with field QA confirming coverage. Check points observed for independent accuracy verification.
Scans registered to a unified coordinate system. Cloud cleaned, classified and processed to deliverable format. Registration accuracy reported alongside the data.
Point cloud, derived drawings and accuracy report issued. Hosted measurable web model published for stakeholder review where required.
Most scoping responses sent within one business day.
RICS-regulated work, led by Philip M. Angell MRICS.