Topographical survey work and stake out of an agroindustrial building from Periam village, Timis county

The main objective of the project was to achieve a topographic survey works and mapping of an agro-purpose storage for vegetables and fruits produced by the existing farms from the village.The work theme includes achieving of cadastral plans base on a 1/5000 scale, using  measurements for all studied locations and land cadastre units. GPS technology used in thickening RGNS, namely the determination of network support, lead to the lifting of all topographical stake out of  the contour points. (Bârliba Luminiţa Livia, et. all.,2004),After that, the points were used as starting points for execution the tracing of the surface construction with the support of a total station.For topographical survey was used a V82 South GNSS receiver with two frequencies and 7 channels which allows RTK positioning in real time and then it was used  permanent topographic station nearby Timisoara (TIM1.2.3). After overlapping the situation plan and  plan developed by an architect, it was made the stake out of industrial building’s foundation with Leica Total Station 1205+, through the dedicated "Stakeout" software.Topographical works generally pursue two base objectives: the topographical survey completed by a digital representation of a small land area and staking out the construction building  respectively implementing the projects on the ground (Bârliba Luminiţa Livia, et. all.,2005). This paper demonstrated that it is possible to achieve the optimal time of all field and office operations with precision and accuracy parameters required by the topographical laws and rules

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

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

EXECUTION OF A LAYOUT WORK FOR REHABILITATION OF A MILK FACTORY IN IZVIN, TIMIS COUNTY WITH EUROPEAN FUNDS

Purpose of this paper is to present a model for preparing and implementing of a layout work for surface construction work in order to put into practice to large projects for the modernization of rural areas and creating new opportunities in the area.Development work is based on the topographic survey of the investment location and the layout project in order to construct “industrial building" based on investment projects in agriculture.In order to perform this work it was necessary hardware and software structure very well put together, highlighted in particular by the use of software such as AutoCAD 2013 and Leica GeoOffice Tools.Topographic surveying for the situation plan were made in the field using a total station Leica TCR 805

Use of a digital information system to achive a topographical embossed plan in Farcasesti village, Gorj county

The purpose of this paper is to obtain thematic maps and topographic analyzes determined on the field and processed through the basic programs of AutoCAD, TopoLT and Global Mapper which along with topogeodezical details high up in on the field create a database required to implement a feasibility study, as a previous step of the general cadastre in the Farcasesti village, Gorj county. Topographical surveying were made with GNSS technology using the RTK-Kinematic method, South V-82 type in Real Time  and data processing was performed by specialized graphics programs. Field data collected with GPS RTK were transferred to a computer using specialized software LeicaGeo Combined Office and other software like Notepad, Excel, Word, AutoCad 2013. The imported data from the field in three spatial coordinates, respectively X, Y and Z, were the basis for drawing up planimetric situation plans by outlining the details of the terrain and elevation. In the present paper, we demonstrate that the use of GPS technology made possible topogeodezical data collection from a large area with high precision in a short time using reduced material and human resources. This allowed us to import data from the field by using topogeodezical specialized programs and accurately achieve the outlines of buildings and perimeter, as verified by superimposing them on orthophotomap. Achieving digital plans using AutoCAD Architectural demonstrated that they can be made with accuracy and precision permitting various analyzes of land, including the construction of contour in 2D and 3D