The diploma thesis deals with the establishment of a geodetic network for the purpose of calibration fields for calibration of cameras on unmanned aircraft from stabilization to the final coordinates of points. We describe all procedures that have to be made. The specially designed geodetic points from stainless steel were stabilized in the kerbside on parking lot petrol station in Vipava. Measurements were simulated before the measurement in different ways with the aim of determining the quality of points positions. Moreover, we have made measurement of the geodetic network, where we put a lot of attention to the precise signaling points. Preliminary data preparation is followed by leveling redundant measurements, especially for height and the situation in the horizontal plane. Some of the points positions were determined by an eight-hour static measurement of GNSS in Slovenian realization coordinate system ETRS89. Furthermore, with similarity transformation to date these points we transformed the positions of points where we passed only classical geodetic measurements. The final result of the diploma thesis are transformed coordinates of all the points of geodetic network calibration field in the coordinate system ETRS89.