Land and buildings registry, according to the current rules in Poland, acts as a real estate cadastre. As a public register, is subjected to the current and periodic modernization. The aim of the modernization is to improve the quality of the collected data. The most satisfactory results in the process of modernization are obtained on the basis of geodetic field measurements. Photogrammetric measurements are a more economical solution, but their use carries a risk of failure in meeting the criteria of accuracy positions of border points. This paper represents a case study on the effects of the process of modernization of the land and building registry for areas where the source material are registry maps in the scale of 1: 2000, created on the basis of photomaps, or cadastral maps in the scale of 1: 2880. The aim of the study is to assess and verify the suitability of these materials in the process of modernization. The study was conducted for 30 registration precincts, located in the Małopolskie Voivodship. For the analyzed objects the following information was collected: the total number of parcels within the precinct and the number of parcels that meet one of the five criteria of ...
Surveying field measurements performed during the development and updating of land registry were based directly on measuring networks. Accuracy parameters of these networks are lower in comparison with modern measurement networks. The main reasons for the lower accuracy relate mainly to the lower precision of measurements, two orders of network and approximate techniques for determining the coordinates of the points of these networks. Currently, archival materials of the State Geodetic and Cartographic Resource are used during surveying of real estate (division, separation, modernization of land registry). The paper presents the results of experimental evaluation of the accuracy parameters of former networks. The purpose of the performed evaluation to was to analyze the possibilities of use archival materials of the State Geodetic and Cartographic Resource during surveying works related to real estate. The study was carried out on the basis of three test objects located in the Małopolskie voivodship. Points of the analyzed networks found on the ground were measured (approx. 34% of all points), and then their coordinates were determined. The representative research sample was constituted by sets of deviations Z - the length of the displacement vector of the point in the research sample in relation to its position ...
