At Ljubljana Jože Pučnik Airport, a construction of a bypass road is underway due to expansion of the airport and other infrastructure. This undergraduate thesis introduces the establishment of the geodetic network which aims at defining starting points for stake out and the mesaure of the final situation. The coordinates are defined in the old national D48/GK coordinate system, as the measurements included also the excentric signals. In addition, the coordinates of the geodetic network points were defined on the basis of the GNSS measurement and a classic terrestrial measurement.
The study also describes processing of measurement values and the course of adjustment. Finally, by processing and adjusting the measurements, the coordinates of new points with a few centimetres of accuracy have been set out, defining the polygon of geodetic points along the bypass road.
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