The civil construction works, which include topographic surveying of the land and marking out the structural elements, were carried out using modern equipment to ensure the required precision. The civil construction project in question involves an apartment building, consisting of an underground parking lot with over 50 spaces and a height regime of P+9 (ground floor plus 9 floors). The topographic surveys were conducted using a Stonex S10 GNSS GPS, which provided precise measurements thanks to its compatibility with multiple GNSS networks (GPS, GLONASS, Galileo, BeiDou). The marking of the structural elements was performed with a Stonex R35 total station, ensuring efficiency and accuracy. For determining levels and leveling, a Leica NA720 digital level was used, starting from the project's 0 level, which is defined by a specific value related to the Black Sea level, providing a well-established reference point. The obtained data were stored, processed, and organized in AutoCAD for a detailed and clear representation of the work performed on-site. The coordinate system used was Stereographic 1970, and the final data processing was carried out using the software suite provided by AutoCAD to ensure precise results. The results obtained are stored in digital formats (such as .csv, .gsi) and later accessed and printed in digital or analog form using AutoCAD software along with the auxiliary program TopoLT.

GNSS, Stonex S10, Stonex R35, Leica NA720, AutoCAD, civil construction, industrial construction, Stereographic 1970

geodesy engineering

Presentation: poster