In order to achieve this work, it follows framing of the poultry complex in actual European Standards using high precision topographic works. Theme approaches the problems of a topographic survey work made for founding a familiar farm in the poultry activity, made using rural development project applied at Size 121 and execution of the necessary surveys for execution foundation of the afferent buildings, executed in Jimbolia, Timis County. For the construction of the main pavilion, it is necessary to process the data from the field determined by the GPS, RTK method in order to achieve a situation plan. Further, after obtaining approvals and building permit, based on documents it was executed elements calculation for survey on the field of buildings and surroundings, survey made using the method of polar coordinates

Barliba, C.

Barliba, Luminita Livia

Calinovici, I.

Dragomir, L.

Pirsan, Paul

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. XLIV 2014  80  APPLICATION OF COMPLEX TOPOGRAPHIC METHODS  NECESSARY TO ACHIEVE A PROJECT IN ORDER TO CREATE  A POULTRY COMPLEX  LECTURER PH. D. DRAGOMIR L1 ; LECTURER PH. D. BÂRLIBA LUMINIȚA LIVIA1 ;  LECTURER PH. D. BÂRLIBA C. 1 ; ASSOC. PROF. PH. D. CALINOVICI I.2;  ING. PIRSAN PAUL3 1 Banat University of Agricultural Sciences and Veterinary Medicine ”King Mihai I of Romania” from Timisoara, Romania  2 "Aurel Vlaicu" University of Arad, Romania 3S.C. Gauss S.R.L. from Timisoara, Romania  Keywords: poultry farm, topographical maps, RTK method   ABSTRACT In order to achieve this work, it follows framing of the poultry complex in actual European Standards using high precision topographic works. Theme approaches the problems of a topographic survey work made for founding a familiar farm in the poultry activity, made using rural development project applied at Size 121 and execution of the necessary surveys for execution foundation of the afferent buildings, executed in  Jimbolia, Timis County. For the construction of the main pavilion, it is necessary to process the data from the field determined by the GPS, RTK method in order to achieve a situation plan. Further, after obtaining approvals and building permit, based on documents it was executed elements calculation for survey on the field of buildings and surroundings, survey made using  the method of polar coordinates.  INTRODUCTION The work aimed to determine the areas and quotas of all the existing and future planimetric details related to this work provided in PUZ (Zonal Urbanism Plan) and PUG (Detailed Urban Plan) Jimbolia, being also important for the   continued development of the material and technical database as an objective necessity to achieve a higher rate of economic development at regional level. By carrying out this work we aim to frame the Poultry Complex according to the actual European Standards by using high precision topographic (survey) works. The European Fund for Agriculture and Rural Development (EAFRD) is a  financing tool created by the European Union to support the member countries in the implementation of the Common Agricultural Policy. The Common Agricultural Policy is a set of rules and mechanisms governing the production, processing and marketing of agricultural products in the European Union and which pays special attention to the rural development. The European Fund for Agriculture and Rural Development (EAFRD) represents a financing opportunity for the Romanian rural space, in amount of about 7.5 thousand millions (billion) Euros, since 2007 and until 2013.  The European Fund for Agriculture and Rural Development (EAFRD) is based on the principle of co-financing private projects investments The European funds for agriculture can be found (accessed) under the key – document the National Rural Development Program (NRDP)  MATERIAL AND METHOD Jimbolia is a city situated in the Banat low plains, in the western part of the county of Timiş, in the Torontal plain. It represents an association of low plains, formed by the Analele Universităţii din Craiova, seria Agricultură – Montanologie – Cadastru (Annals of the University of Craiova - Agriculture, Montanology, Cadastre Series) Vol. XLIV 2014  81  rivers Timiş, Tisa, Bega, Barzava and Nera. Bordering Serbia to the west (4 km far from the Romanian- Serbian border), the town of Jimbolia covers a total area of 10,818.23 hectares, of which: - agricultural land – 9,735.21 hectares - non-agricultural land – 1,083.02 hectares Of the total area of agricultural land : -  arable : 8,980.42 hectares -  grazing fields: 724.76 hectares - hay-fields: 12.30 hectare. The poultry farm site is located on the outskirts of Jimbolia town, on the national road DN59A , 43 km far from Timisoara, Timis county residential town. The national road 59A crosses the city and reaches the Jimbolia Road Border Crossing Point .     Figure 1. Location of the future poultry farm  The geodetic / land (topographic) survey was performed by modern methods using the RTK system,  being able in this way to determine all the existing data in the field, necessary to prepare the documentation After having processed the details with Topcon Link software, we obtained the points imported in AutoCard, which helped us to prepare the lay-out (site) plan and to calculate the surfaces.  Figure 2. The lay-out (site) plan  RESULTS AND DISCUSSIONS It was necessary to go (pass) through several stages in order to perform the setting-out of the building. Thus, based on the execution of the construction projects, in order to apply them in the field, a number of topographic operations have been performed operations that form the overall topographic preparation of the setting-out. From this topographic preparation (plan), it resulted:  Analele Universităţii din Craiova, seria Agricultură – Montanologie – Cadastru (Annals of the University of Craiova - Agriculture, Montanology, Cadastre Series) Vol. XLIV 2014  82     Figure 3. General lay-out (plotting / mapping) plan  The laying / setting-out support network was achieved by standing with the total station in ST 1 terminal with orientation to ST 2 terminal and the verification on ST 3 terminal   and finally we determined the ST 4 point. For  achieving the network of the building it is advantageous to create a point system in which the direction of the axes should coincide with the direction of the axes of the designed buildings and to have a as large as possible visibility over the plot. The X, Y, Z rectangular coordinate system corresponds to the 1970 stereographic projection system.    Figure 4.  Network of points for lay-out  The lay-out was performed by using the Topcon 3000 LN total station. In the first phase the axes have been drawn on  witness poles (control stakes) at a distance of 2 m standing on the “ST 4” supporting point,  pointing towards the “ST 1” supporting point , and after that the lay-out  of the leading mark was performed by using the polar coordinates method based on the following plan: Analele Universităţii din Craiova, seria Agricultură – Montanologie – Cadastru (Annals of the University of Craiova - Agriculture, Montanology, Cadastre Series) Vol. XLIV 2014  83   Figure 5. The lay-out plan of the leading marks  The points from the S 4 station necessary for the laying-out  were  extracted from the  graphics programs by computing and they  are presented in the following table by polar and rectangular coordinates.  Table 1. The list of the coordinates for the lay-out supporting network points with their   topographical descriptions Polar Coordinates  Rectangular coordinates Point Point Distances Directions Point X Y Station Aimed Reduced  Horizontal 100 486255.330 168579.296 100 1 86,089 92,757 1 486170.153 168566.797  2 80,150 99,018 2 486176.148 168566.880  3 74,194 105,143 3 486182.146 168567.098  4 68,261 113,087 4 486188.143 168567.234  5 62,323 121,028 5 486194.130 168567.519  6 56,392 130,674 6 486200.122 168567.802  7 50,478 143,331 7 486206.126 168568.027  8 44,554 156,593 8 486212.117 168568.447  10 36,694 366,317 10 486224.545 168559.328  11 31,771 430,521 11 486230.551 168559.411  12 27,399 519,703 12 486236.565 168559.332  C 33,070 1,009,241 C 486255.810 168546.229  B 45,326 1,011,476 B 486256.147 168533.977  A 57,573 1,015,294 A 486256.713 168521.740  12` 70,079 848,642 12` 486238.825 168511.188  11` 72,805 800,294 11` 486232.864 168510.044  10` 75,547 754,323 10` 486226.894 168509.305  9` 78,124 709,461 9` 486220.901 168509.168  8` 81,245 668,505 8` 486214.911 168508.819  7` 84,226 628,251 7` 486208.895 168509.027  6` 87,899 593,229 6` 486202.911 168508.738  5` 91,906 561,537 5` 486196.918 168508.340  4` 95,976 531,602 4` 486190.916 168508.147  3` 100,284 504,556 3` 486184.928 168507.879  2` 104,856 480,390 2` 486178.937 168507.470  1` 109,403 457,171 1` 486172.945 168507.312  A` 108,739 384,853 A` 486165.863 168517.492  B` 102,570 321,061 B` 486165.530 168529.733  C` 97,514 250,001 C` 486165.239 168541.979 Analele Universităţii din Craiova, seria Agricultură – Montanologie – Cadastru (Annals of the University of Craiova - Agriculture, Montanology, Cadastre Series) Vol. XLIV 2014  84   After the phase of witness poles (control stakes) lay-out we plotted the iron cases of the buildings designed in the first phase only to determine the contour. This operation was also performed by using the polar coordinates method from the S1 point.   Figure 6. The lay-out plan of the iron cases The checking operation of the lay-out execution was carried out by measuring the diagonals and by checking the contour from the S2 stations for iron cases and from S1 for the leading points, respectively, based on the checking plans prepared in advance while preparing the lay-out, prepared in the office and imported in the memory of the total station.                        Figure 7.The plan concerning the checking of the leading marks / iron cases lay-out    Figure 8 Image during the execution of the work Analele Universităţii din Craiova, seria Agricultură – Montanologie – Cadastru (Annals of the University of Craiova - Agriculture, Montanology, Cadastre Series) Vol. XLIV 2014  85   In order to process the plans we used the AutoCAD 2013 program and the record was written in Microsoft Word and we drew up a record concerning the lay-out accompanied by the following annexes: - Lay-out plan (site plan) and description of the surrounding (demarcation) area scale 1:2000; - Lay-out plan (site plan) and description of the surrounding (demarcation) area superimposed on the orthophotoplan scale 1:2000; - cadastral plan with the legal status of the plot of land, scale 1:2000; - general lay-out  plan, scale 1:500; - lay-out  plan of the iron cases, scale 1:250; - lay-out  plan of the control leading marks, scale 1:500; - Report.  CONCLUSIONS If two decades ago we used the pencil and paper for the calculations made in order to achieve a lay-out plan, and the drawing up required a considerable period of time, now the use of the PC computers and of the different computing programs like AutoCAD and TopoSys have significantly reduced the time required for design and office works and for preparing the field data. The implementation of the works meant to design industrial and civil constructions can be done by using topographical instruments with high precision measurement and internal memory, thus reducing the execution time and also the number of people involved in performing the works.   BIBLIOGRAPHY 1. Boş N., 1993, Topography, Didactic and Pedagogical Publishing House, Bucharest 2. Bos. N. Iacobescu O, 2007, Modern Topography, C.H. Beck Publishing House, Bucharest 3. Cristescu N., 1978, Surveying Engineering,  Didactic and Pedagogical Publishing House, Bucharest 4. Dragomir P, Haret C., Moraru N., Neuer J., Savulescu C., 1995, Topographic Survey Activities in Cadastre – Guide, Matrix ROM SRL Publishing House, Bucharest 5. **** - www.primariajimbolia.ro 6. *** 2006, Order nr. 634 - Regulations regarding the content and modality to elaborate the  cadastral documentation in view of registration with the Land Registry  

APPLICATION OF COMPLEX TOPOGRAPHIC METHODS NECESSARY TO ACHIEVE A PROJECT IN ORDER TO CREATE A POULTRY COMPLEX

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APPLICATION OF COMPLEX TOPOGRAPHIC METHODS NECESSARY TO ACHIEVE A PROJECT IN ORDER TO CREATE A POULTRY COMPLEX

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