The paper presents an example of the use of total stations in combination with GNSS technology in order to obtain the topo-cadastral documentation of the first registration in the Land Book of a property. The elaboration of the documentation for a building located in Craiova, Brestei Street was studied. The building is composed of urban land with the category of use courtyards on which two constructions are built, one with the residential destination and the other with the annex destination. At the basis of the elaboration of the cadastral documentation were the measurements performed with the total station Trimble 3300 and the GNSS receiver Topcon GR3

C.A., CROITORU

C.V., BUZATU

M., MILUȚ

M., VANGU

N., POP

English

M., MILUŢ

Annals of the University of Craiova - Agriculture, Montanology, Cadastre Series

Analele Universităţii din Craiova, seria Agricultură – Montanologie – Cadastru (Annals of the University of Craiova - Agriculture, Montanology, Cadastre Series) Vol. L/2020  373  USE OF TOTAL STATIONS AND GNSS EQUIPMENT IN THE REALIZATION OF CADASTRE DOCUMENTATIONS FOR THE FIRST REGISTRATION IN THE LAND BOOK   MILUȚ M.1, POP N.2 , CROITORU C.A.1 BUZATU C.V.1, VANGU M.1 1University of Craiova, Faculty of Agronomy 2University of Agricultural Sciences and Veterinary Medicine of Cluj-Napoca     Keywords: total station, GNSS receiver, cadastre documentation  ABSTRACT The paper presents an example of the use of total stations in combination with GNSS technology in order to obtain the topo-cadastral documentation of the first registration in the Land Book of a property. The elaboration of the documentation for a building located in Craiova, Brestei Street was studied. The building is composed of urban land with the category of use courtyards on which two constructions are built, one with the residential destination and the other with the annex destination. At the basis of the elaboration of the cadastral documentation were the measurements performed with the total station Trimble 3300 and the GNSS receiver Topcon GR3.  INTRODUCTION    The working procedures regarding the registration in the cadastral and land book records of the buildings, the approval and reception of the specialized works are provided in the Regulation for approval, reception and registration in the cadastral and land book records approved by Order 700 / 09.07.2014 of the General Director of ANCPI (amended and supplemented by ODG 3442/2019). The realization of the cadastral documentation involved the following steps: a) identification of the location of the building and technical documentation; b) execution of field and office works; c) preparation of documentation.  MATERIAL AND METHOD  The topo-cadastral surveying works were carried out using a Trimble 3300 total station and a Topcon GR3 GNSS receiver. The support network was made using the supported travel method at known coordinate points. Some of the support points were previously determined, for other works in the area, two other points were determined with GNSS technology and a well-known point from the national geodetic network was targeted. From the new station points, the detail points were raised using the polar coordinate method (radiation method). The processing of the data obtained from the measurements was done with the TopoSys 4.4 program and AutoCad 12 was used to draw up the plans. The identification of the site was made before the execution of the works and, being a building that was the subject of the first registration, consisted in identifying by the owner, together with the authorized person, the location of the building within conventional limits, in order to perform measurements. The technical documentation consisted of: a) analysis of the existing situation, according to the data and documents held by the owner, in relation to the existing elements in the field; b) requesting updated information from the database of the territorial cadastre office. The request for data and Analele Universităţii din Craiova, seria Agricultură – Montanologie – Cadastru (Annals of the University of Craiova - Agriculture, Montanology, Cadastre Series) Vol. L/2020  374  information in the database of the territorial office was made on the basis of a request.  RESULTS AND DISCUSSIONS  The execution of the works, of field and office, consisted in: a) choosing the working method; b) the execution of the measurements for the realization of the thickening and lifting networks, the lifting of the cadastral planimetric details located on the limit and inside the building, the collection of the attributes, verifications and validations of the existing data. The following documents were prepared to prove the measurements: by field book, network sketch, description of new thickening and lifting points, GPS reports, reports on the determined accuracies. All information and data resulting from the  measurements have been archived by the authorized person; c) the analysis by the authorized person of the boundaries of the buildings indicated by the owner, in accordance with the property deeds, the information taken from the territorial office and the measurements performed. The nature of the enclosures was mentioned in the site and demarcation plan in point "A. Land data" in the comments section; d) the determination by the authorized person of the existing fixed elements on the land, inside and in the vicinity of the building and their representation on the location and delimitation plan in analog format. e) data processing; j) preparation of documentation in analog and digital format.      Figure 1. Framing in the area of the building  Analele Universităţii din Craiova, seria Agricultură – Montanologie – Cadastru (Annals of the University of Craiova - Agriculture, Montanology, Cadastre Series) Vol. L/2020  375  After studying the available documents, the terrain was recognized in order to verify the concordance of the data with reality and to identify the details necessary for the subsequent stages. The identification of the location was made in the presence of the owner. Based on the information gathered from the field, a sketch of the building was drawn up and used for the design of the support network, the establishment of methods for the construction of the network and the establishment of methods for raising the characteristic points on the property outline. Two points from the new city support network were identified on the ground (points 291 and 292) as well as a statically determined GPS point in a previous work (point 600). It was also found that there is visibility towards the Brestei Water Castle (point T109). All these old points were used to design the lifting network (Figure 2).    Figure 2 - Outline of the support network   The support network was made using the method of supported traverse on known coordinate points and known orientations as follows: it starts from point 100, determined static GPS using Craiova and Băilești GNSS stations, with orientation on the geodetic point T109; the points 200, 300, 400 and 500 shall be determined with the total station and the traverse shall be closed on the old point 292, with support on points 291 and 600. To achieve the supported traverse it was necessary that the point 100 be determined GPS by post processing. In this case, the static method was used with three receivers, two permanent GNSS stations from the ROMPOS network (Craiova and Băilești) and the Topcon GR3 GPS receiver located on point 100. The effective stationary time of the GPS session was 27 minutes and 10 seconds (minimum 3 minutes plus 3 min / 10 km distance from the fixed station) – Figure 3.  Analele Universităţii din Craiova, seria Agricultură – Montanologie – Cadastru (Annals of the University of Craiova - Agriculture, Montanology, Cadastre Series) Vol. L/2020  376   Figure 3 - Stationary time at point 100  Starting from point 100 with known coordinates, with visa on point T109, the supported traverse route 100-200-300-400-500-292 was executed. To determine the new points, each station of the network was stationed and observations were made to the points downstream and upstream of the traverse using the total station Trimble 3300.  At the end point of the traverse (292) has completed visa for points 291 and 600, also points with known coordinates. From the new station points, the detail points were raised using the radiation method. The points of detail were targeted, the angle of inclination, the distance and the orientation were read. The GPS coordinates of point 100 determined by post-processing using the Topcon Tools application using data from the RINEX file provided by ROMPOS were 44°19'14.91937N and 23° 46'49.89451E, determined with an accuracy of 0.034m at latitude and 0.027m at longitude. These coordinates in the WGS84 reference system were transformed using the Transdat 4.04 program into Stereo70 coordinates: X = 314182,444m and Y = 402844,729m. The calculation operations for the traverse points were performed based on the data collected from the field (distances, horizontal and vertical angles) entered and processed with the TopoSys program, finally obtaining the absolute rectangular coordinates of the points that delimits the property, in the stereographic 1970 projection system. The calculated non-closing error on orientations was -0,0008g and the value of the correction applied to the provisional orientations was + 0.0001g. The non-closing errors on coordinates were -0.069 m on X and -0.032m on Y, so a total error of 0.076m. The total length of the hike was 187,863m so the tolerance is 0.079m. The values of the unit corrections were: kx = 3.67 cm / 100m and ky = 1.7 cm / 100m. The provisional coordinates of the waypoints were corrected to obtain the absolute coordinates, presented in Table 1.  Table 1 Coordinate inventory Point no. x y Point no. Obs. m m Old points   1100 314508,940 402572,280 1100 T 104 - C.A. Brestei  Station points   100 314182,44 402844,73 100 GPS determined point 200 314184,03 402862,19 200   291 314307,82 402786,14 291 Old point Analele Universităţii din Craiova, seria Agricultură – Montanologie – Cadastru (Annals of the University of Craiova - Agriculture, Montanology, Cadastre Series) Vol. L/2020  377  Point no. x y Point no. Obs. m m 292 314238,08 402980,07 292 Old point 300 314214,88 402888,53 300   400 314240,09 402895,97 400   500 314260,64 402901,03 500   600 314214,07 403020,51 600 GPS determined point  Table 2 The coordinates of the contour points and the surface 1Cc Point no. X (m) Y (m) Point no. X (m) Y (m) 830 314261,832 402885,338 9 314166,236 402851,195 820 314256,638 402897,586 112 314174,067 402848,288 90 314255,740 402899,250 6 314182,576 402844,117 89 314255,340 402899,930 5 314191,860 402848,985 85 314255,100 402900,320 4 314202,015 402854,337 86 314254,022 402902,929 113 314203,614 402855,164 110 314252,813 402905,852 1 314196,374 402870,203 87 314251,550 402908,580 114 314218,974 402881,084 69 314250,680 402908,110 52 314222,261 402882,693 70 314243,966 402904,431 115 314224,834 402884,262 71 314232,294 402898,056 54 314227,700 402886,009 72 314223,060 402893,070 116 314234,458 402889,597 111 314218,340 402890,808 117 314235,841 402890,380 35 314216,576 402889,956 55 314237,268 402891,045 17 314205,750 402884,620 56 314238,833 402888,265 16 314194,712 402879,045 57 314242,242 402890,038 15 314176,263 402869,795 118 314245,851 402884,103 13 314154,860 402859,630 59 314248,934 402878,811 12 314151,465 402858,003 119 314254,716 402881,732 10 314158,425 402855,042 830 314261,832 402885,338 Surface 1Cc  S = 1735sq m  Table 3 The coordinates of the contour points and the construction surface C1 (house)  and C2 (annex) C1 – House C2 – Annex Point no. X (m) Y (m) Point no. X (m) Y (m) 830 314261,832 402885,338 52 314222,261 402882,693 820 314256,638 402897,586 32 314219,392 402888,631 800 314251,600 402895,360 33 314216,120 402887,050 64 314250,940 402897,000 114 314218,974 402881,084 63 314248,220 402895,770 52 314222,261 402882,693 62 314248,870 402894,220 Surface C2  S = 24 sqm 61 314244,650 402892,350    60 314249,360 402881,900    122 314253,672 402883,986    119 314254,716 402881,732    830 314261,832 402885,338    Surface C1  S = 170 sqm     Analele Universităţii din Craiova, seria Agricultură – Montanologie – Cadastru (Annals of the University of Craiova - Agriculture, Montanology, Cadastre Series) Vol. L/2020  378   The calculation of the areas was done using the coordinates of the detail points (analytical method) with the help of excel spreadsheets (tables 2, 3). The reporting operations were materialized through the location and delimitation plan and consisted in the representation of the points delimiting the surface, on A3 format paper at a scale of 1: 500 in the Stereographic 1970 projection system, using Autocad. Construction surveys were also made with AutoCad based on the sketch and field measurements.    Figure 4. Location and delimitation plan of the building CONCLUSIONS The study of the terrain must be done carefully to choose the appropriate methods of surveying. GNSS technology is easy to use, shortening the duration of field operations and in combination with the total station facilitates the work of the surveyor; Analele Universităţii din Craiova, seria Agricultură – Montanologie – Cadastru (Annals of the University of Craiova - Agriculture, Montanology, Cadastre Series) Vol. L/2020  379  The use of programs such as TopoSys, AutoCAD, and the like is an indispensable tool in modern topo-cadastral activity, helps to streamline the activity and reduces the possibility of calculation errors.   BIBLIOGRAPHY  1. Burghilă, C., Bordun, C., Cimpeanu, S. M., Burghilă, D., & Badea, A., 2016. Why mapping ecosystems services is a must in EU biodiversity strategy for 2020. AgroLife Scientific Journal, 5(2), 28-37. 2.  Călina A., et all., 2013 - Study on topographic survey of a forest area using combined technology GPS and total station, Annals of the University of Craiova - Agriculture, Montanology, Cadastre Series, Vol. XLIII/2, pages 45-53; 3. 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Pop, N., Pop, S., Ortelecan, M. and Luca, L.C., 2019 - Verification of a triangulation network in Cluj-Napoca for future topographic surveys. Agricultura, 111(3-4), pp.368-373. 12. *** Topcon GR3 – Operator’s manual 13. *** Operator’s manual Trimble 3300  14. *** Ordinul nr. 700/09.07.2014  al Directorului General al ANCPI privind aprobarea Regulamentului de avizare, recepție și înscriere în evidențele de cadastru și carte funciară          

USE OF TOTAL STATIONS AND GNSS EQUIPMENT IN THE  REALIZATION OF CADASTRE DOCUMENTATIONS FOR THE FIRST  REGISTRATION IN THE LAND BOOK

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USE OF TOTAL STATIONS AND GNSS EQUIPMENT IN THE REALIZATION OF CADASTRE DOCUMENTATIONS FOR THE FIRST REGISTRATION IN THE LAND BOOK

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Annals of the University of Craiova - Agriculture, Montanology, Cadastre Series