GPS RTK coordinate survey along a river bank
SPN survey engineers measured coordinates and levels with GPS RTK along a river bank. The survey covered the riverbed and bank area.
- GPS RTK
- Riverbed and bank survey
SPN’s survey service covers ground survey and coordinate survey, drone and LiDAR, bathymetric survey, and earthwork volumes and setting out. We deliver AutoCAD files, orthophotos, point clouds and survey reports signed by a licensed engineer. We work nationwide across Thailand from our office in Bang Sao Thong, Samut Prakan, near Bangkok.

A topographic survey measures the position, elevation and shape of a site to produce maps and drawings for design and construction. SPN chooses the method to suit the site size, accuracy and budget: GPS RTK and Total Station for detailed work, drones and LiDAR for large areas, and depth sounding for rivers, coasts and reservoirs. SPN does not carry out cadastral or land-boundary surveys.
Ground surveys give the highest accuracy and form the base for design and construction; SPN uses GPS RTK in open areas and Total Station where satellite signals are blocked, tied to one control network.
Drones capture large areas much faster than walking surveys; SPN uses photogrammetry on open ground and LiDAR where trees or vegetation cover the surface, with typical drone accuracy of ±3–5 cm when ground control points (GCP) are used.
Bathymetric surveys measure water depth and bed conditions for the design of bridges, ports, dredging and bank protection; the method is chosen by channel width, required resolution and budget.
These services build directly on survey data to estimate earthwork cost, check completed work, count stockpiles and prepare a site before soil investigation.
The accuracy values below are typical for normal site conditions; actual values depend on the site, satellite reception and the number of control points.
| Method | Equipment | Typical accuracy | Main output | Best for |
|---|---|---|---|---|
| GPS RTK Survey | GNSS receiver (Radio / NTRIP) | ±1–3 cm | Contour map, coordinates | Large open sites |
| Total Station Survey | Topcon SDR | ±5 mm | Site plan, cross-sections | Urban areas, factories |
| Precise Levelling | Automatic level and staff | Millimetre level | Levels, settlement graphs | Benchmarks, settlement monitoring |
| Drone Photogrammetry | DJI Phantom/Matrice with GCP | ±3–5 cm | Orthophoto, DSM/DTM | Sites larger than 10 rai (1.6 ha) |
| LiDAR Scanning | LiDAR sensor | Depends on sensor and flying height | Point cloud (.las/.laz), DTM | Sites with trees or vegetation |
| Bathymetric Single-beam | Echo sounder and GNSS | ±5–10 cm | Depth map, bed cross-sections | Canals, rivers, bridges |
| Multibeam / Side-scan | Multibeam, side-scan sonar | To the IHO S-44 order set by the project | 3D seabed model, sonar images | Ports, navigation channels |
| Cut and Fill / Stockpile | Drone, GPS RTK, LiDAR | Follows the accuracy of the surfaces used | Volume (m³), cut/fill map | Earthworks, stockyards |
SPN survey engineers measured coordinates and levels with GPS RTK along a river bank. The survey covered the riverbed and bank area.
SPN produced a topographic map of a factory site overlaid on a drone orthophoto. The result combines survey levels with a georeferenced aerial image of the whole site.
SPN prepared a survey map showing soil borehole locations and GNSS control points. The survey was used to set out the soil borings.
For a hillside site in north-eastern Thailand, SPN prepared a layout plan and a 3D model of a cut slope in Zone A at EL +218.500. The model supported the site grading design.





