In this diploma thesis determining the stakeout accuracy of position points using the polar method was done. On the field is used the method of closing the geodetic quadrangle and defining the position of detail points using the method of forward intersection (externally oriented directions). That comparison was done on Sava enbankment in Prisavlje area. First it was necessary to reconnoiter the field in order to find previously existing permanently stabilized geodetic points and then choose the most favorable position for the new geodetic point. Then it was necessary to determine the measurement plan for which the field survey would be conducted. Within the field survey comes the establishment of the referent network shaped like a geodetic quadrangle, from which directions and lengths are measured. The data of measuring the referent network are initially equalized approximately, then, using the method of least squares, the strict equalizations are conducted. Those equalizations are done in the program Microsoft Office Excel using the algorithm of singular equalization of indirect measurements. After that, from the geodetic points of referent network, stakeout of detailed points is performed on the field and then their positions, from each standing point, are being determined using the method of forward intersection. For measuring purposes was used measuring station Leica TC 2003, four tripods, four base plates and three prisms. For the needs of conducted field survey, computer processing of gathered measuring data followed in the program Microsoft Office Excel. First the approximate equalizations of data was conducted, then, using the algorithm of regular equalizations of indirect measurements, the strict equalizations was performed. Based on the equalizations, the most probable values of unknowns (coordinates of detailed points) and measurements (directions and lengths) with the corresponding estimates of accuracy were determined.