Portal de Totana
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President of the Confederation, dated July 2, 2015, resolved to authorize the opening of the file Public Information Project title, according to the provisions of Article 86 of Law 30/1992, of November 26, Legal Regime of Public Administrations and Common Administrative Procedure and the Instructions on Expropriation records of 16 November 2000, the Ministry of Environment.
It opens, by this notice, within twenty (20) working days from the publication of this notice in the Official State Gazette and Official Gazette of the Region of Murcia.
During that period, interested parties may make any observations or complaints deemed relevant, to which end may be examined during the above mentioned project days at the offices of the Hydrographic Confederation of Segura (Technical Director), Plaza de Fontes, 30001-Murcia .
Those claims which it considers appropriate should be addressed to the Segura basin, by any means determines that purpose Law 30/1992 of 26 November on the Legal Regime of Public Administrations and Common Administrative Procedure.
NOTE EXTRACT PROJECT
The purpose of this project is to restore the natural connection of the Rambla de Lebor the River Guadalentín.
The action allows the continuity of the promenade and its connection with the Guadalentín River, for driving and evacuation of the ordinary flow and possible avenues, avoiding flooding of adjacent land in the final stretch of channeling and obstruction existing communication channels (road RM-D22) and other public roads.
The action planned for the reintroduction of the Rambla de Lebor, connects the end of the existing promenade, after crossing the railway line MurciaLorca, nearest Guadalentín river meander in the direction of the slope of the basin and saving the Channel linear infrastructure Taibilla without affect.
The channeling has a total length of 2,600 m.
and an average occupancy of 36 m in plan.
The entire route runs on ground clearance and provides the same protection with riprap and masonry in susceptible singular points of erosion (tight turns, and out of engineering structures, inlets, etc)
The crossing of channeling with existing roads is done with factory works mainly consist in the implementation of three precast concrete frames of dimensions 6.00 x 3.00 / 3.50 m in each of the planned crosses.
The section adopted a total depth of 3.50 m, a width of 10 m deep and 24 m.
in coronation.
The resulting slope is H: 2 / V: 1. In addition, provides for the execution of two service roads of 5 m wide at the coronation of both sides of the runway, paved with artificial gravel of 30 cm thick.
The stages most susceptible to fluvial erosion (small radius curves, connection to the river Guadalentín, etc.) are protected with riprap blocks 500 kp / unit attached to the bed and slopes of channeling in 2 layers of total thickness 1.00 m.
The entrance and exit to cross drainage works has been protected with hydraulic masonry, so that a smooth transition between the ground channeling section and the section of the works of transit (3 frames 6 x 3 occurs 3,50m), in order to avoid localized erosions.
Tender base budget: € 3,699,274.23.
Source: Totana.com
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