Prior to our onsite surveys commencing asbestos and health and safety reports had to be provided. We then conducted a thorough investigation of the Land Registry records to determine the precise boundaries of the site for our research.
The site inspection commenced with establishing ground control points (GCPs) by placing distinct semi-permanent markers in GPS friendly areas throughout the site.
The topographic survey identified all natural and artificial features as outlined in the RICS publication “Measured surveys of land, buildings and utilities, 3rd edition.” The collected data was processed with N4ce software, a well-known proprietary tool for survey computation and reduction, and the 2D topographic survey was created and refined in Autodesk AutoCAD.
We obtained copies of the underground utilities’ searches, which indicated the approximate locations of various utilities, including drainage, water, gas, electricity, and fibre optic cables.
Our underground utility surveyor used a Cable Avoidance Tool (CAT) along with a Signal Generator during the site inspection.
To conduct the survey of the building’s external facades and its internal spaces, we employed a 3D laser scanner. While the scanner’s built-in software captures data, we chose to connect an iPad via Bluetooth to access a wider range of settings. This approach enabled us to evaluate the quality and completeness of the data collection, ensuring that every aspect of the survey was thoroughly documented.
Finally, we conducted the roof survey using a drone, starting with the acquisition of photogrammetry data. After capturing all necessary images, we processed the data with photogrammetry software to create a cohesive model. This software allowed us to convert visual data into a detailed 3D representation of the surveyed area.