Determining the coordinates of geodetic points plays a crucial role in geodesy, cartography, civil engineering, and other fields requiring accurate spatial data. With technological advancements, various methods for determining geodetic point coordinates have evolved. In addition to traditional geodetic methods such as triangulation, trilateration, polygonometry, and intersection methods, the free station method is increasingly used today. Each of these methods has its own advantages and disadvantages, and this paper provides an analysis and comparison of these methods, including both theoretical and practical data analysis. The analysis included a comparison of the accuracy of calculated coordinates of detailed points observed using different geodetic methods, enabling the selection of the most suitable method for specific projects and working conditions. Additionally, an analysis was conducted on the coordinates collected using satellite navigation systems, which offer a limited degree of accuracy but demonstrate that classical geodetic methods remain important in situations where the most modern methods are unavailable, insufficiently accurate, or impractical. The goal of this paper is to contribute to a better understanding of free station method coordinate determination and to facilitate the selection of the optimal method, thereby achieving greater accuracy and efficiency in practice.