DOI: 10.5593/SGEM2014/B22/S9.003


B. L. Livia, L.Dragomir , C. Barliba ,A. Smuleac , C.Valeria
Wednesday 1 October 2014 by Libadmin2014

References: 14th International Multidisciplinary Scientific GeoConference SGEM 2014, www.sgem.org, SGEM2014 Conference Proceedings, ISBN 978-619-7105-11-7 / ISSN 1314-2704, June 19-25, 2014, Book 2, Vol. 2, 19-26 pp

The paper purpose consist in computing the surfaces, the heights for the existing and future planimetric details, for a poultry farm as stipulated in Jimbolia PUG and tracking its suitability in the actual European Standards by precise topographical works. Jimbolia city is situated in the lower Banat plains, in the West side of Timis County, more accurate in the Torontal Plain, represented by an association of low fields formed by Timis, Tisa, Bega, Barzava and Nera river. Jimbolia city stretches on a total surface of 10,818.23 ha having as West neighborhood Serbia. The location of poultry farm is at the Jimbolia city boundary, along the national road DN 59A, at 43 Km distance from Timisoara, city residence of Timis county. The paper basis consist in the topographical works necessary to establish a family poultry farm achieved by rural development projects, the 121 step and executing the necessary stake out works for building the foundations, executed in Jimbolia, Timis county. This project is destinated for building a hall which purpose is to raise and product poultry products, by making available technical and legal information regarding geodetically works. In this work, the influence and the application of engineering topography in cadastre and in construction field of activity, regarding modern approaches for increasing the precision of the stake out works by using spatial technologies as GPS type combined with total stations has been studied. For the implementation of the main pavilion the processing of the field data determined by GPS, by RTK method was necessary in order to achieve the situation plan that later on is use by an architect for obtain the necessary approval and processing the specialized data. Later, after obtaining the necessary approval, after obtaining the construction license, the stake out elements calculation was performed by polar coordinates method. The paper also discusses how the fieldwork is use for stake out the angular and linear elements that define the planimetric position of points and zero level of the construction.

Keywords: poultry farm, stake out plan, RTK 19