Evaluation of data accuracy of detailed survey from RTK GPS method using equipment GPS - GePos RM 24 of Carl Zeiss is the main goal of the paper. The results obtained have been analysed with comparison to measurements from classical, ground-based method using total-station. As the evaluation criteria following parameters were assumed: mean errors of points after transformation of coordinates from WGS’84 set to “1965” set, deviations of transformation for points of minor control and deviations of coordinates for situation details with reference to the same points determined by classical method. Data processing for both surveying methods was made by using the Geonet program.

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