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УДК: 528.4

DOI: https://doi.org/10.36887/2415-8453-2021-3-37

Alona IUKHNO
PhD in Economic, Assistant of the Department of Land Administration and Cadastre, State Biotechnological University
Dmytro SOPOV
Ph.D. in Geoscience, Associate Professor of the Department of Geography, Luhansk Taras Shevchenko National University
Dmytro HOPTSII
Ph.D in Economic, Associate Professor, Associate Professor of the Department of Land Administration and Cadastre, State Biotechnological University

JEL classification: R52

Abstract

Performing engineering surveys is a mandatory part of the development of technical documentation on land management. Surveys allow to confirm the accuracy of the performed geodetic or topographic survey. In particular, the accuracy of determining the geodetic coordinates of the turning points of the boundaries of the land, to link the turning points of the boundaries of the land to the geodetic points of the State Geodetic Network of Ukraine.

The main purpose of the article is to reflect the main components of engineering surveys as part of land cadastral works in preparation of land for registration in the database of the State Land Cadastre.

The coordinate basis for land management is the State Geodetic Reference Coordinate System USK-2000, the geodetic basis for land management – points of the State Geodetic Network 1-3 classes, points of geodetic networks of compaction 4 class, 1 and 2 categories, points of the surveying network.

The coordinates of the points of the State Geodetic Network of Ukraine, geodetic networks of condensing and turning points of the boundaries of geospatial objects are determined by rectangular coordinates (x, y) in the Gauss-Krueger projection in the USC-2000 coordinate system or local coordinate systems. related to the USC-2000 coordinate system.

The control of the differential field of coordinate corrections when working with the use of RTK technologies is carried out at least at the two nearest points of DGM and GMZ, the coordinates of which are obtained from the administrator of the geodetic data bank. The difference in the values of the coordinates of control points should not exceed 0.1 m in cities of regional importance, 0.2 m – in other cities and towns, 0.3 m – in rural areas and 0.5 m – outside the settlements.

Keywords: engineering surveys, State Geodetic Network of Ukraine, land cadastral works, coordinate system, State Land Cadastre.

References

  1. Volosetskyi, B.I. (2008). Heodeziia u pryrodokorystuvanni. [Geodesy in nature management]. Vyd-vo Nats. un-tu «Lvivska politekhnika». Lviv.
  2. Pro Poriadok vedennia Derzhavnoho zemelnoho kadastru: Postanova Kabinetu Ministriv Ukrainy. [On the Procedure for maintaining the State Land Cadastre]. 1051 17 Oktober 2012. Available at: http:// zakon.rada.gov.ua
  3. Pro zatverdzhennia Poriadku vykorystannia Derzhavnoi heodezychnoi referentsnoi systemy koordynat USK-2000 pry zdiisnenni robit iz zemleustroiu: Nakaz Ministerstva ahrarnoi polityky ta prodovoslstva Ukrainy. [About the statement of the Order of use of the State geodetic reference system of coordinates USK-2000 at implementation of works on land management]. 509 02 December 2016. Available at: http:// zakon.rada.gov.ua
  4. Voitenko, S.P. (2012). Inzhenerna heodeziia. [Engineering geodesy]. Kyiv. Ukraine.
  5. Ugnenko E., Perova E., Voronova Y., Viselga G. (2017). Improvement of the mathematical model for determining the length of the runway at the stage of aircraft landing. Procedia Engineering. TRANSBALTICA 2017. Transportation science and technology: proceedings of the 10th international scientific conference, May 4-5, Vilnius Gediminas Technical University, Vilnius, Lithuania. Amsterdam: Elsevier Ltd. Vol. 187 Р. 733-741.
  6. Instruktsiia z topohrafichnoho znimannia u masshtabakh 1:5000, 1:2000, 1:1000 ta 1:500: Nakaz Holovnoho upravlinnia heodezii, kartohrafii ta kadastru. [Instructions for topographic survey in scales 1: 5000, 1: 2000, 1: 1000 and 1: 500]. No. 56 09 April Available at: http:// zakon.rada.gov.ua.
  7. Uhnenko, Ye.B., Uzhviieva, O.M., Tymchenko, O.M., Kamchatna, S.M. (2019). Inzhenerno-heodezychne zabezpechennia prostorovoi pryviazky pryrodnykh obiektiv. [Engineering and geodetic support of spatial reference of natural objects]. Zbirnyk naukovykh prats UkrDUZT. Vol. 184, pp. 61 – 67.
  8. Mikula, O.Ya., Stupen, M.G., Peresolyak, V.Yu. (2006). Kadastr prirodnih resursiv. [Cadastre of natural resources]. Novij svit.

The article was received 12.07.2021

Quote article, APA style

Alona I. , Dmytro S. , Dmytro H. 12.07.2021. Performance of engineering surveys as an integral part of land and cadaster works in preparation of land plots for registration in the base of the state land cadaster. Ukrainian Journal of Applied Economics and Technology. 2021. №3. 273-280 pp. https://doi.org/10.36887/2415-8453-2021-3-37

Quote article, MLA style

Alona I. , Dmytro S. , Dmytro H. Performance of engineering surveys as an integral part of land and cadaster works in preparation of land plots for registration in the base of the state land cadaster. Ukrainian Journal of Applied Economics and Technology. 12.07.2021. https://doi.org/10.36887/2415-8453-2021-3-37