This paper describes the process of recording and mapping an object that is in the reconstruction phase, for which several geodetic surveying methods were used, starting with conventional methods - measuring by the polar method using the Trimble M3 total station and measuring by GNSS RTK (Global Navigation Satellite System - Real-Time Kinematic) using the Trimble R8 instrument and the use of modern surveying methods - UAV (Unmanned Aerial Vehicle) photogrammetry. Data processing was carried out in the Agisoft Metashape software packages, where the data obtained by the photogrammetric method were processed and AutoCAD, which was used to display the vertical and horizontal deviation of the walls at the top of the object represented on the orthophoto generated from the point cloud.