IVICSA-Dossier-English (Ultimo).pub

Transcription

Civil Engineering
Water and Environment
Planning and Building
Theme Parks
Geographic Information System
DOSSIER 2014
IVICSA 2014
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IVICSA (before Ingeniería Valenciana), is a group of technical experts in different fields who form Consulting and Service Company belonging to the branch of Civil Engineering, Town lanning, Construction and Environment, and has
executed a wide variety of projects and as provided technical assistance in its areas of expertise at home and abroad.
Since its foundation in February 1984, the company has been engaged in Project Development and Management,
Technical Assistance in the field of offer selection and contract ing, Works Supervision, Budget and Quality Control.
In 1991 the company has extended its scope of activity and offered Consulting Services and also launched International Department which was exclusively responsible for the technical assistance in the field of Public Works, Construction, Town Planning and Environment for the foreign companies through the programs developed by the EEC in Brussels. Projects developed by IVICSA. and approved by the EEC were executed in Chile, Argentina, Guyana, Ex-Soviet
Union countries and also in Asia.
With this desire to have an international dimension, the company has permanent delegations in Bogotá, Barranquilla
(Colombia), Natal (Brazil), Quito (Equator), Alger (Algeria). Moreover, it has technical collaborators in Lima (Peru), Buenos Aires (Argentina), Santiago (Chile), New York and Orlando (USA), Warsaw (Poland), Sofia (Bulgaria) and Istanbul
(Turkey).
Project Development and Project Management of the Olympic Area Vall d'Hebron in
Barcelona (Olympic Village), the Madrid-Valence High Speed Train, many sections of the Valencia Subway and the
Castellón Airport are great proofs of the company ability for the Design, Organization and Technical Competence
IVICSA is actually working on the South Transversal Axe Tumaco-Pasto-Mocoa in Puerto Asís (Colombia), recently
won, and which last from August 2010 to August 2015.
Inscribed into the Valencia Commercial Register, Volume 1403, Book 887, Folio 25, Page 8895, 1st Inscription. N.I.F. A-
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Company’s Services and Activities
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Infrastructures Planning
•
Studies and Projects Development
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Project Management
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Cartography, Topography and Geographical Information System (G.I.S)
•
Theme Parks
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Technical Assistance for companies and their implantation in strategic areas
ACTIVITIES
1.– PUBLIC WORKS
A– Airports
B– Railway
- High Speed
- Train
- Underground
- Tram
C– Harbours and Coasts
D– Roads
2.– WATER AND ENVIRONMENT
A– Drinking Water
B– Rainwater and Wastewater
C– Environmental Studies
D– Landscaping
E– Renewable Energies
3.– URBAN PLANNING AND CONSTRUCTION
A– Residential
B– Industrial
C– Equipment
D– Planning
4.– THEME PARKS
5.– GEOGRAPHIC INFORMATION SYSTEM (G.I.S)
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IVICSA 2014
Civil Engineering
1.A08 - Operation Analysis and Design of an Airport for Lekoni (province of Haut-Ogooué),
Gabon.
Client:
GELABERT & ASSOCIATS & ARCHITECTURE SLP (Barcelona)
Budget:
Not staded
Year of execution:
2013 - 2014
Project Description
Studies and calculations concerning alternatives and analysis of rules (Annex 14 ICAO) for the construction of an Airport for the operation of civil, military and State aircraft in Lekoni, province of Haut-Ogooué, Gabon.
The work done to date are:
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Analysis of aircraft able to operate at the airport and ranges for various runway lengths.
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Design of the airport layout, depending on runway length and Radio Aids to install. Different configuration
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studies.
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Calculation of Obstacle Limitation Surfaces for different Airport configurations.
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Analysis of Visual and Radio Aids.
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Calculation Rigid and flexible pavements and its measurements
AIRPORTS
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Civil Engineering
1.A07 - Construction documents for the Castellón Airport and the Technical Assistance to its
Work Management.
Client:
Diputación Provincial de Castellón / Aerocas S.L.
Budget:
115.000.000,00 €
Year of execution:
1998 / 2010
Project Description
Airport facilities in Castellón are located between the cities of Benlloch and Vilanova d'Alcolea. The airport was designed to communicate this area with the countries of Northern Europe. To make it possible, the runway is 2.700 meter
long and 45 meter wide.
The airport area occupies the surface or 542,3 Ha which is enough to lengthen the runway to 4.000 m (this would allow
to operate the intercontinental flights) and to raise hangars for the fleet maintenance.
AIRPORTS
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Civil Engineering
According to the Directive Plan of Castellón Airport, once the final development is achieved, the airport will have the
following infrastructure entirely developed in this project:
– 2.700 meter long and 45 meter wide runway with the 7,5 meter borders on each side. There will also be 70 meter and
170 meter runway threshold, free of the obstacles, on both ends of the runway
– 23 meter wide taxi runway parallel to the runway, with the connections between the two
– The Instrument Landing System (ILS) at heading 06
– Light signalling system for category 1, which includes Precision Approach Path Indicator (PAPI)
– Parking platform for the aircraft at the surface of 55.000 square meters
– Two-storey passenger terminal building, with 4 „fingers” to allow the passengers an easy access to the aircraft. This
building will have all features needed for the check-in, boarding and disembarking, as well as other services like restaurants or tourist information office. All facilities will be equipped with the security system.
– Parking lot for private vehicles, taxis and buses alike
– Cargo Terminal
– Airport fire service, building containing all the equipment needed by the firemen
– Electric station
– Catering and handling building
– Aero club
– Sewage Treatment Plant
– Access roads, both from the land and the cost
– Fuel supply area
– Control tower
When the airport will reach its full capacity, it will be able to transport two millions passengers / year and up to 16 operations / hour
AIRPORTS
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Civil Engineering
1.A06 - Implantation studies for an Internacional Airport in the Echarate district (Peru)
Client:
Local Administration
Works budget:
Year of execution:
2012
Project description:
This project consisted of the different implantation studies for the international airport in the region of Cuzco (Peru).
The main objective of the Airport, as well as boosting the area development and increasing services to the population of
the province of La Convención (with 165,000 inhabitants), and neighbouring provinces, is to connect thousands of tourists who come each year to visit the ruins of Machu Picchu (in the province of Urubamaba, bordering La Convención),
declared UNESCO World Heritage site and its surroundings.
It is primarily a tourism airport , National as well as International, with the ability to establish connections with North
America and Europe.
More than 10 different implantation studies were performed.
AIRPORTS
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Civil Engineering
1.A05 - Various layout Studies, redaction of aerial impact reports and procedures with the
AESA for the authorization of 132 and 220 kV power lines establishment to Valencia Airport, Alicante and Saint Sébastien.
Client:
Iberdrola
Works budget:
Year of execution:
2008-2011
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Power line modification. “La Eliana-Torrente (220 kV) /El Oliveral-Torrente (132 kV) around Valencia Airport.
June 2010 Report.
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220 kV Power line modification between Saladas-El Palmeral around Alicante airport. December 2008 Report.
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220 kV Power line modification between Salada-Santa Pola around Alicante airport. November 2008 Report.
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220 kV Power line modification between Torrellano-El Palmeral around Alicante airport. April 2011 Report.
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220 kV Power line modification between Torrellano-Santa Pola alrededor around Alicante airport. March 2011
Report.
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Alternative study for the 220 kV power line layout between Arkale-Irun, around San Sebastián airport. January
2009 .
AIRPORTS
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Civil Engineering
1.A04 - Supramunicipal Project of Aerodrome/ Airport in Teruel (Aragón region)
Client:
Gobierno de Aragón / Suelo y Vivienda de Aragón
Works budget:
58.359.750,00 €
Year of execution:
2007-2008
The Works concerning this Conceptual Design were divided into:
- Airport facilities such as: runway and airstrip, service platform and parking lot, long term parking platform and taxiway
that connects the above mentioned structure. In addition, a control and service building, a fire department building and
a power station have been designed.
- Development of the industrial zone adjacent to the airport facilities, destined for industrial activity directly or indirectly
related with the future airport facilities.
- Road access both to the airport facilities and to the industrial zone, which are connected between one another with
the existing road network. - Channeling and detouring two gullies La Rambla de Molares and el Barranco Hondo that
cross the investment area of the future construction.
- Potable water, gas, electricity and telecommunication connection for the whole complex designed.
If it comes to the above mentioned airport facilities, the construction of a runway of 2.825 meters long is being considered, which corresponds to the classification 4E of the enclosure 14 for ICAO (International Civil Aviation Organization).
A parking platform consisting of 6 places 100m x 100 m and a long term parking lot for 156 planes, 60 planes type E7D
and 96 planes type C are planned.
Execution period for the designed facilities is twenty months.
AIRPORTS
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Civil Engineering
1.A03 - Construction Project of a middle-range airport in Valencia Province
Client:
Private Client
Works budget:
Year of execution:
2008
The project goal is to find an appropriate place to establish the aerodrome, under the following conditions:
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An unique runway, with sufficient space for the taxiways, platforms and the installations (hangars, tanks, etc.)
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Private Used
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Under VFR rules
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Destined to tourism flights and jets.
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Close to Valencia, less than 30 to 40 minutes driving.
Almost the entire Valencia province had been studied for this project, from different aspect which affect the aerial operations (aerial space, runway’s length, etc.), but also from technical, legal and environmental point of view.
All studies had been realized in a detailed way, with especially site visit in each cases.
AIRPORTS
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Civil Engineering
1.A02 - Preliminary Design of the Lodz-Lublinek and Lublin Airports Terminal (Poland)
Client:
Aeropuerto de Lódz – Lublinek, sp. z o.o y Aeropuerto de Lublin
Works budget:
Year of execution:
2004-2008
At the end of 2004, IVICSA realised the preliminary design of the terminal remodelling, parking, platforms and transport
modes definition by train as well as road, of the Lodz-Lublinek Airport, in collaboration with a Poland architectural company, and our branch in Poland, iv Polska..
In addition of the Terminal, had been designed the accesses, parings and aircrafts parking spaces on platform.
Finally, during the summer 2008, it had been realized similarly work of the Lublin Airport Terminal Preliminary Design,
which included the aerodrome definition (with an aerial base) and its extension stages (runway, taxiways, platforms)
and the buildings such as the control tower and the Terminals.
AIRPORTS
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Civil Engineering
1.A01 - Redaction of the Project Management Report for the Alhama Airport Construction
(Murcia)
Client:
Campo de Vuelo, S.L.
Works budget:
30.000.000,00 €
Year of execution:
2002-2006
The Alhama Airport has a 1214 meters long runway, a taxiway all the way parallel to the runway and a big dimension
platform.
The main feature of this airport makes it unique in Europe. In Fac., the connection of the taxiway with a housing estate,
in a way that the aircrafts can be parked directly in their owner’s hangar.
Throughout the whole year 2004 the Directorate of work execution was requested. Finally, all procedures were performed with the General Directorate of Civil Aviation, to obtain authorization to operate the aerodrome.
AIRPORTS
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Civil Engineering
1.B07 - Preliminary Studies for the Economical Viability of the railway connection from Valenca-Alicante to the coast.
Client:
Generalitat Valenciana / Consellería de Infraestructuras y Transporte
Works budget:
Year of execution:
2011-2012
The new railway connection from Valencia-Alicante to the coast stands as a prime objective the establishment of an
efficient and attractive public transportation in an environment characterized by an important demographic and socioeconomic dynamism, such as the coastal arc between Valencia and Alicante, in which the only existing big capacity
infrastructure is the toll highway AP-7. In this context, the purpose of the study was to describe the different forms of
collaboration public / private set in the standard public contracts, within the legislative railway sector frame, to welcome
private initiatives in a project of this type.
The contract included the redaction of Gandia and Denia-Benidorm-Alicante boundary sections documents , integrated
in the cited line, as well as the information to the public and the concerned agencies, allegations studies and their responses.
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Civil Engineering
1.B06 - Consultancy and technical assistance for the project drafting and controlling
platform works of the new high speed railway access of Levante. Madrid-Castilla La
Mancha-Comunidad Valenciana-Región de Murcia. Section: Venta del Moro – Caudete.
Client:
Gobierno de España / A.D.I.F. (Administrador de Infraestructuras Ferroviarias)
Works budget:
30.457.000,00 €
Year of execution:
2002-2008
The present work consisted in the initial drafting of a basic project with the object of permitting the execution of the public activities previous to the beginning of the file. Subsequently, the Constructive Project of the trace that passes between the municipality terms of Venta del Moro, Fuenterrobles and Caudete de las Fuentes with an approximate length
of 9,9 km was developed.
Once the works begun, the control and surveillance works of these took place gathering all the relevant aspects in the
monthly reports, analyzing the inspection points and establishing the non conformities and pertinent corrective actions.
The tracing in plant has a whole of three circular curves of major radius of 7.000 m and its corresponding clothoids. The
tracing crosses over the A-3 solved by means of a viaduct of 134 m. The land works are constituted by 10 embankments and 10 clearings of maximum heights of 14,5 m. The volume of dirt displace was of the order of 1.000.000 of m3.
For the works of transverse drainage 20 tubes and frames were projected. For the crossing with diverse pre-existing
infrastructures 5 top steps and 3 underpasses were projected. The project includes the necessary works for the assembly, along the terrace, of the railway installations related with the construction of the platform which comprises the installation of corrugations, crosses and arcades, electricity anchorage posts, ground connection and two-way track
switching posts.
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Civil Engineering
1.B05 - Project Development of the Study of Planning for the implantation of the railway
connexion Alicante-Benidorm-Valencia.
Client:
Works budget:
1.120.000.000,00€
Year of execution:
2008
The coastline territory existent between the metropolitan areas of Valencia and Alicante constitutes a space with the
most social, economic and environmental importance, for the particular range of the Valencian Community and as for
reference contexts of superior mean, such as the Mediterranean Corridor or the same Spanish State. That’s why its
considered as appropriate the search, for this space, of a solution concordant with its socio-economic potential, respectful with the environmental values of the territory, and suitable for solving efficiently the lacks in the transport system in this concrete field.
The corridor was raised up with the premise of permitting a circulation speed of around 200 km/h. It has a total length of
88,914 kilometres, of which 9,130 (10,3 % of the whole) correspond to section in tunnel, and the rest to platform in surface.
The total number of tunnels foreseen is of twelve.
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Civil Engineering
From the current situation and its forecasts of evolution according to the in force planning, the object of the developed
study consisted in the resolution of the mentioned problematic. For it, taking into account that the origin of itself lays in
the absence of a continuous railway connection along the aforesaid coastal arch, the basic approach of the study consisted of the search of a railway corridor that would replace the current lacks, so that the adopted solution answers to
the following guidelines:
- Development of a complete along the coast arch Alicante-Valencia, susceptible to integrate in the state railway net.
- Search of the maximum use of the profits and potentialities of the external net in general and in particular from the
high speed net that is being planed.
- Dealing with the initial premise, it would look for an interconnection with the environment lines.
- Consideration of the pre-existences of which the coast arch disposes of in railway infrastructure.
- Consecution of the maximum level of modal exchange, not only inside the same corridor object of the present study,
but also in regard to the access of exchange spots situated in the environment.
- Posing of an effective line in its objectives as means of transport, from the consecution of competitive journey lengths.
- Appropriate territorial insertion of the new action to be developed, coherent with the complexity of the means, with its
high population density and with its natural charm.
In order to facilitate the population's access to the railroad facilities, four stations are planned:
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The Regional Station of El Campello – Alacantí
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The Regional Station of Benidorm – Marina Baixa
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The Regional Station of Benissa – Marina South
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The Regional Station of Dénia – Marina North
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Civil Engineering
1.B04 - Drafting the Tracing Project for the implementing of a high speed railway line
stretch Castellón-Tarragona Province.
Client:
Works budget:
672.757.096,92 €
Year of execution:
2006 - 2007
In this context the Project of tracing was written for the Council of Infrastructures and Transport for the implantation of
the railway line of high speed between Castellón and the Province of Tarragona where the passengers traffic and the
traffic of goods are separated by means of the design of two independent lines, of double-wide track.
The tracing crosses the province of Castellón following the axis of the current road CV- 10. It has a total length of 82.12
kilometres, of which 11.97 (14,6 % of the whole) correspond to section in tunnel, and the rest to platform in surface.
The total number of tunnels foreseen is of five. The ending of the proposed tracing is at the level of the river Senia, in
the north limit of the Valencian Community, and the tracing integrates to a straight alignment parallel to that of the railway current corridor.
The tracing will dispose of two train overtaking and parking posts (P.A.E.T.), the first of them in the municipality of Cabanes, besides the future facilities of the Castellón’s Airport and the second one on spotted on the municipality of Traiguera, and a two-way track switching post (P.B.), situated in the municipality of Salzadella.
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Civil Engineering
1.B03 - Project of marking the railway of High Speed between Madrid – Albacete –
Autonomous Community of Valencia, Almensa-Valencia route.
Client:
Generalitat Valenciana / F.G.V. (Ferrocarriles de la Generalitat Valenciana)
Works budget:
857.280.679,97 €
Year of execution:
1999
Project of marking railway executed in 1/10.000 scale of High Speed Train (Alta Velocidad) at the route Madrid- Valencia, between cities Almansa – Valencia, assuming the total length of works for 92km.
Within the confines of the works was conducted initial study of solutions in 1: 50.000 scale, entire and detailed description of lines in floor plan and exterior elevations in 1:10.000 scale. Additionally, geological and geotechnical studies
were carried out together with redacting of drainage net project, tunnels and viaducts description, proposals of solving
problems resulting from media damage in works area. Moreover, the condition of platform surface was looked into;
exploitation, description and location of auxiliary functional installations were defined. Furthermore, the environmental
impact study was carried out and works were organized and executed in accordance with the documentation demanded by L.O.T.T. for this type of projects (Project – description part, annexes, maps, specifications and estimate).
The following documents were enclosed to the project:
Railway passage study Alicante – La Encina, in 1:10.000 scale, railway passage study and document containing the
analysis of accordance with land development plan and economic and financial study.
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Civil Engineering
1.B02 - Redaction of the establishment Project of the High Speed Line Madrid-AlbaceteValencia Community. Section Contreras-Valence.
Client:
Generalitat Valenciana / F.G.V. (Ferrocarriles de la Generalitat Valenciana)
Works budget:
1.091.859.034,97 €
Year of execution:
1999
Proposed route developed at the 1:10,000 scale of the Contreras-Valencia section of the railway line Madrid - Valencia,
with a total length of 106 km.
The work included a preliminary study of alternatives at 1:50,000 scale, the complete and detailed route layout with
plan and sectional plans at 1:10,000 scale, geological, geotechnical and hydrological studies , drainage network, tunnels and viaducts study, resolution of putting into service problems, definition of all issues related to the superstructure
of the line and its operation. Definition and location of the auxiliary functional facilities, environmental studies, and the
development and organization of the realized work according to the required documents incorporated by L.O.T.T. for a
project of this type (Memory and Appendices, Drawings, Spreadsheet and Budget). The project takes into account the
following additional among the studies and information documents: Study of the railway corridor Alicante - La Encina at
a 1:10.000 scale, Urban compatibility Document and economic - Financial study about the economic viability of the
operation
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Civil Engineering
1.B01 - Study of High Speed Train itinerary Madrid- Valencia Region.
Client:
Generalitat Valenciana / C.O.P.U.T.
Works budget:
Year of execution:
1998 - 1999
The project consists of two different theme parts: the first one is the proposal of tracing High Speed line between Madrid and Valencia Region in scale 1/50.000, whereas the second part concerns: the possibility of dividing works into
phases, costs of construction, definition of distance, time of journey, prognosis of traffic at the roads and economic
questions.
In addition, data concerning traffic at route of High Speed Train between Madrid and Seville was used for the study
purposes. To the project was enclosed prognosis of traffic at the road stretch in period from 2004 till 2007, concerning
the flow of passengers as well as the rapport passenger-km. Moreover, the comparison between prognosis of traffic at
the same period at route Madrid- Seville was made.
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Civil Engineering
1.B14 - Redaction of the Informative Study of the new railway acces to the Sagunto Port.
Client:
Autoridad Portuaria de Valencia
Works budget:
20.000.000,00 €
Year of execution:
2004 - 2006
The Informative Study define the accesses to the Sagunto Port facilities from the new High Speed line of the Mediterranean Corridor.
The proposed route starts in the vicinity of the current connection of the conventional railway line, which is located between the Puzol and Sagunto stations, goes along the Sidmed steel facilities, has a stop near the tracks of the cited
company, and access to the port facilities from the south, its final section passes near the area known as Grau Vell.
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Civil Engineering
1.B13 - Information study concerning railway access to Castellón Harbour.
Client:
Autoridad Portuaria de Castellón
Works budget:
37.977.993,00 €
Year of execution:
2003-2005
The aim of this study is to define action that should be taken to improve communication and connection between Castellón Harbour, industrial estate "El Serrallo" with the zone of Spanish Levante and the rest of Iberian Peninsula through
net of goods transfer. Another aim is to define the possibility of action from technical, economical, environmental and
territory point of view.
The document should serve as a reference list and data base for official studies accessible for public opinion, denominated in Law about Land Transport (L.O.T.T.), in Official Act 1.302/86 concerning the valuation of environmental influence.
The study estimates the choice of the best alternative of action, taking into consideration railway, urban, geotechnical
and environmental conditions. Once the best solution is found, the project can be elaborated.
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Civil Engineering
1.B12 - Urban Integration study for the railway line of Villena (Alicante)
Client:
Generalitat Valenciana / Conselleria de Infraestructuras y Transporte
Works budget:
35.400.000,00 €
Year of execution:
2002-2003
Using the future passage of the High Speed Line by the municipal terminal, the Valencian Community has helped
change the current route of the railway to provide a solution to the accessibility problems, lack of space for town urban
development and more generally achieve a substantial improvement in the quality of life and the urban image of Villena. In other words, the urban integration of the current railway line passing through the city.
The chosen solution proposed the suppression of the railway line in the north and in the best parts of the city to match
the conventional railway corridor with the high-speed line, permitting the city urban expansion and significantly improving the urban image of it by allowing the removal and use of the space currently occupied by lines and railway installations.
This solution of matching the conventional lines to the high-speed line on a section, partly minimizes the barrier effect
imposed on the territory.
It was proposed to build a new station dedicated to the regional transport, this station will be located outside the city
center leading to improvements in road accesses and parking, thus facilitating the implementation of a exchange system inter-transport.
Likewise, it has been made possible the access to the new Villena station from the surrounding villages using the local
train and then taking the High Speed train, staying in the same station.
This solution had a low economic cost, estimated at 35.4 million of euros
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Civil Engineering
1.B11 - Studies, Construction and Preliminary Projects of the level crossing suppressions
corresponding of the Fourth Contract of the Bloc II from the Community Valencia level
crossing suppressions Program
Client:
Works budget:
22.345.832,32 €
Year of execution:
2000-2003
During the project, had been studied, at a preliminary and prior study level, the possible suppression of 13 level crossing located in Alberic, Alginet, Carlet (two), Catarroja (two), Cheste (two), Massalavés (two) Meliana, Montcada and
Torrent. Among these 13 procedures, 10 were selected and a Study Project had been realized, according to the Official
Repport proceduire and public information. These interventions were: Alginet, Carlet (two), Catarroja (two), Cheste
(two), Massalavés, Meliana and Torrent.
After the administrative process, it had been developed seven Construction Projects, with the localisation and following
features:
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Civil Engineering
Alginet: suppression of the level crossing ALG-2, located on line 1 Metrovalencia through the construction of an overpass for pedestrians and vehicles.
Carlet: suppression of the level crossings C-8 and C-9, located on line 1 Metrovalencia through the construction of an
overpass for pedestrians and vehicles (which is also the new access to Benimodo) and an underpass also for the
movement of pedestrians and vehicles.
Catarroja: designed an underpass for vehicles and a pedestrian underpass to waterproof the Renfe line Valencia-La
Encina in the area of the station Catarroja. Each of these works had been the subject of a Construction Project.
Cheste: suppression of the level crossing on the line Valencia-Cuenca, building an overpass for vehicles and a pedestrian underpass.
Massalavés: removal of the level crossings MS-2 on line 1 Metrovalencia through the construction of an overpass located on the CV-544 road.
Meliana: removal of the level crossings ME-1, located on line 3 Metrovalencia, extending existing underpass and constructing a pedestrian underpass.
During the development of the contract, it had been realized 5821.54 m2 of deck structures underpasses or overpasses
and 8.12 km of roads and 14 intersections.
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Civil Engineering
1.B26 - Superstructures, electrification, signalisation, communication, architecture and
equipments for the underground stations of the F.G.V. Line 1 in Benimàmet area.
Client:
Generalitat Valenciana / G.T.P. (Ente Gestor de Transportes y Puertos)
Works budget:
26.626.293,11 €
Year of execution:
2010-2011
The area of the completed works is located in the city of Benimàmet (Community of Valencia).
The project defines the necessary work to achieve the stations architectural realisation and facilities implementation,
also lines superstructures and electrification, signalisation, communications and line 1 Metrovalencia control in the urban section of Benimàmet.
The project is based on underground infrastructures, which aims to provide a transversal circulation from San Jose
street, west part of the interventions until the Coronation Street to its eastern entrance, thereby enhancing connections
with the North part of the Benimàmet urban node and Feria Valencia, with the south area of the city center and developing areas.
The two stations involved in the project retain their current location, underground and integrated to the future longitudinal axis of Benimàmet linking the main green spaces of the city.
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Civil Engineering
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Civil Engineering
1.B25 - Redaction of the Valencia Metro Line 1 Construction Projects, Liaison to Bétera, in
the urban areas of Burjassot and Godella.
Client:
Generalitat Valenciana / Consellería de Infraestructuras y Transporte - G.T.P.
(Ente Gestor de Transportes y Puertos)
Works budget:
102.828.040,66 €
Year of execution:
2008-2010
Burying the Metro Line 1 of Burjassot and Godella has the general objective to eliminate the actual railway obstacle in
the communities cited previously, on a section of 3 km.
The total path length is 2,740 m, with a 2,287 m underground part, and the remaining 452.5 m are trenches or sections
on surface. The entire path is a double railway section, with a distance of axis of 3.30 meters (in cross section) and
3.75 m (maximum curve), while the minimum vertical distance is 5.40 meters, and the horizontal clearance is 8.40 meters in straight lines and slightly larger in curves.
The speed limit is 80 km / h, with two sections of 40 km / h, due to the geometric constraints imposed by the immediate
presence of buildings.
The project includes the construction of three stations, Burjassot Burjassot-Godella and Godella, situated at the same
current stations location.
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Civil Engineering
- Burjassot Station: has 75 meters long platforms and 6.00 meters large.
- Burjassot Godella Station: has a central platform, dimension: 75.00 x 7.65 meters. The lobby is a lightweight
structure building corresponding to the dimensions of the street it includes the control and cancellation modules . At the
north end is an exit which also has a small structure building on surface.
- Godella Station: like the previous case, it has a central platform, dimensions 75.00 x 6.50 meters. It has an
intermediate level hosting control and cancellation modules, as well as a technical room. The main entrance as emergency exits have outbuildings lightweight structures. The platform is partially exposed, to promote its luminosity and
ventilation conditions.
As consequences induced by the interventions of dismantling and removing the existing railway on surface, we can
note the elimination of five level crossings in the municipalities of Burjassot and Godella (with respective denominations
B-5, B-6, G-1, G-2 and G-4) as well as the pedestrian crossings at different levels in both urban centers and the recovery of approximately 60,000 m2 (on a total length of 2700 meters) for roads, green and pedestrian spaces. This represents a significant improvement of living conditions and environmental quality of the urban cores concerned.
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Civil Engineering
1.B24 - Construction Project of the Valencia Metro Line 5 Prolongation, section: connection with the new station Riba-roja Centre
Client:
Works budget:
19.434.156,64 €
Year of execution:
2009-2010
The goal of this project is the realization of the Valencia Metro Line 5 extension to Riba-roja de Turia urban center. This
will enhance the quality of the new transport system implementation, increasing the attractiveness of the area. The site
of the new station to create an urban center and improving accessibility of populations to new infrastructure. Its presence greatly improves the quality of the environment and reduces the barrier effect introduced by the surface station.
The total studied track length is 799.000 meters, 100 meters are on surface, 320 meters are trenches, 282 meters are
underground, and the remaining 97 meters correspond at the station also included in this project.
The design speed adopted is 100 km / h, for consistency with the previous section, Airport - Riba-roja. The underground part is designed with a clear vertical distance of 4.90 meters and a horizontal clearance (clear distance between
the inner faces of walls) of 8.40 meters.
The intervention also includes the construction of the new station Riba-roja Centre, which will be designed with a platform length of 90 meters and a minimum width of 3 meters, it has two railways, technical rooms and a hall with a cancellation and emission tickets area.
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Civil Engineering
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Civil Engineering
1.B23 - Construction documents for the subway line number 5 continuation. Valencia (from
the sea port to the airport) stretch Airport – Riba-roja de Túria town.
Client:
Works budget:
46.570.506,00 €
Year of execution:
2004-2008
The project comprises the continuation of the subway line number 5 in Valencia, stretch from the Airport to Riba-roja de
Túria town. The new section was fully adapted to the route of the old, already dismantled Renfe suburban train line
from Valencia to Llíria. The above mentioned section starts at the railroad switch which brings the previous stretch
(Manises-Aeropuerto) to an end and then goes along the town limits of Manises vand Riba-roja de Túria. Its total lengh
is 9.452,183 meters, of which 565,160 stand for the underground part, 311,381 meters run in the trench and 8.575,642
meters run on the surface.
There will be four stations along the section designed: La Cova, La Presa, Masía de Traver and Riba-roja de Túria. All
of them will have a 75 meters long side platform and also parking lots which will make it easier for the passengers to
change the means of transport. The train speed assumed in the project is 100 km/h. The project plans to eliminate all
level crossings which were a part of an old, already dismantled train line. Therefore, three under crossings must be
executed together with both transverse and longitudinal drainage system remodelling, restoration of four historic stone
bridges and a brick factory existing on the historical train way and included in Valencia Cultural Heritage List.
The works include a very specific operation consisting in the execution of a viaduct going over the future CV-370 expressway. It is supposed to be a two-span metal arch viaduct with a single 133,66 meters long beam, 11,90 meters
wide and 1,35 meters thick bridge slab. The viaduct transverse section will show two side passages with a double track
line between them, each line 1 meter wide, which will be surrounded by two side support bearings.
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Civil Engineering
1.B22 - Valencia Metro Line 5 prolongation Pilot Study,
Section: Riba-roja de Túria – Vilamarxant.
Client:
Works budget:
24.652.467,32 €
Year of execution:
2004-2006
The study includes measures for the Valencia Metro Line 5 extention landscape integration, on the section Riba-roja de
Turia-Vilamarxant.
The section has a total length of 4623.746 meters. Between the initial mileage and the milepost 3+200.036 3, the layout
corresponds to the existing Renfe regional train platform from Valencia to Llíria. From this point mileage, the new platform follows the corridor where is the CV 370, between the Turia’s bed and the Mullo de Crusa mountains then pass
the Oms and Teulada rivers with two separate viaducts , whose free cross-section allows the flow corresponding to a
return period of 500 years. Vilamarxant stop is located near the city center.
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Civil Engineering
1.B21 - Construction Project of underground burying of line 3 of Valencia’s Undergorund
in Alboraaya (Valencia).
Client:
Generalitat Valenciana / Consellería de Infraestructuras y Transporte /
Ayuntamiento de Alboraya
Works budget:
62.732.881,00 €
Year of execution:
2004-2006
The Project’s construction documents have compiled the necessary works for putting underground Valencia Metro line
number 3. Nowadays, the mentioned line number 3 leads through the underground tunnels till the border of Valencia
and Alboraya communities to appear later on surface in Alboraya. That causes numerous transport inconveniences,
such as barrier effect, problems for road traffic and pedestrian crossing, noise impact on inhabitants of the city and various dangers related with metro traffic on surface in the community area. All those problems will be solved by realizing
the planned works.
The route length is of 1.668,99 meters, to which a manoeuvre area with a total length of 250 meters must be added;
in the whole section there is a double track line, each 1 meter wide; the distance between the rails is 3,30 meters in
the straight line and up to 3,70 meters in the curves. The underground construction includes: construction of vertical
gauge of 4,90 high and horizontal gauge with minimum 8,00 meter width, that will get wider on the curves depending on
the diameter of the curve and inclination angle.
In the section planned there are two stations- Palmaret and Alboraya, with 90 meters long platforms, elevators, escalators and stairs. Also, the station surroundings and a whole area affected by this project will be organised. The construction process will consist of construction blocks execution, jet routing for ground modification in the section where high
ground permeability appears, bracing the construction blocks by using props and anchors, excavations, execution of
lower and upper slabs.
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Civil Engineering
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Civil Engineering
1.B34 - Pilot study of a Tramway line, the environment Urbaniastion on the Paterna urban
center access section, Valencia Metro Line 4 prolongation from Valterna to Alborgi district.,
Client:
Ayuntamiento de Paterna
Works budget:
4.604.359,32 €
Year of execution:
2010
The project's goal is to define a solution for the pedestrian northern Paterna (Alborgi region) connection with sports
facilities, cemetery and the park belonging to the Paterna’s "tactic" pole and is currently disparate and disconnected.
Also, in addition of the pedestrian connection, the Project includes a Tramway Line necessary for the future connection
which, using the actual corridor, will link the Terramelar and Valterna districts to Northern Paterna.
The future extension of the Metrovalencia Line 4 will have equipment and facilities consistent with the rest of the metro
network, so that it will be attractive for the users and will help improving the overall transportation system in this area .
With the expansion of the line 4, the objective is to provide a efficient public mode of transport in the area between the
Terramelar and Valterna districts and the northern part of Paterna. Large spaces for residential areas will be attached
to the recreational and commercial environment near the center of Paterna and the rest of the Valencia metropolitan
area thanks to the Line 4.
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Civil Engineering
1.B33 - Pilot Study for the F.G.V network prolongation from Patacona beach to the Saplaya
Port
Client:
Ayuntamiento de Alboraya / 'E.G.U.S.A. (Empresa de gestión urbanística y
servicios de Alboraya)
Works budget:
15.000.000 €
Year of execution:
2007 - 2008
This project defines the required works for the F.G.V. Tramway Line extension from Patacona Beach to Saplaya Port .
The basic layout criterion is to link the new infrastructure with others existing, such as the highway V-21 (access to
North Valencia).
The tramway has a total length of 1670.63 meters, entirely composed by a double section, with a width of 1.00 m between the rail and also between the inner faces of oars, the platform is 7.68 m wide. This route, at its end, the Port
Saplaya, will loop, allowing trains to make a U-turn, the total loop length is 361.16 meters.
The line has three stops, the first located on Patacona beach, the second at the Peixets chapel and the third in the
Saplaya Port. Stops are 60 meters long platform, and 3.00 meters wide, with 5.00 meters access ramps.
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Civil Engineering
1.B32 - Informative study for the F.G.V. Line 4 prolongation between La Coma and La Cruz
de Gracia districts
Client:
Works budget:
11.477.810,33 €
Year of execution:
2004 - 2005
The layout of the F.G.V. Line 4 extension between La Coma and La Cruz de Gracia districts has a total length of
1291.81 meters, entirely in 7.68 meters wide double section. It is composed of two distinct complementary ends: at its
beginning, La Coma loop is connected via two simple traces with the appropriate equipments; at the end, in the Cruz
de Gracia district, a 300,22 meters loop allow the Tramway to make a U-turn.
After connecting the La Coma loop the proposed layout follows the public roads included in the Mas del Rosario district
reaching Tomás y Valiente street following ir until the final loop.
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Civil Engineering
The actual intersection of Sueca St/ Tomás y Valiente St is a roundabout which channels the vehicles flow in the surrounding residential areas and shopping and entertainment centers nearby, in order to minimize its impact, the Tramway Line will not affect this intersection through the construction of an underpass.
The underpass provides a clearance of 4.80 meters, and the proposed structure includes sidewalls performed through
piles (to minimize constraints on traffic) and a reinforced concrete upper slab .The estimated total length of these walls
is 450.01 meters for the right wall and 446.83 meters for the left wall. At the ends of both walls, when the rising is less
than 1 meter, these are replaced with conventional concrete walls.
The Tramway section type is 7.68 meters wide in straight line. Generally, it is a double paved track with a distance of
axis of 3.44 meters.
The path of the tram fits in the general project concerning the elements and areas related to the layout global urbanisation. In this development project for the Mas Rosari public spaces urbanization, the Tramway will be bounded on one
side by the park of this neighbourhood, and on the other one by a 1.00 m wide green corridor, in a way that the line
space is reserved for Tramway traffic only. In Tomás y Valiente street, will be realized a 2.50 meters wide sidewalk and
a 3.00 meters wide cycle line (in a consistent way with the current situation), followed by the Tramway Line and a 1.00
meters wide band, for safety reasons . As noted in the previous section, the 18.00 meters distance available from the
curb to the urbanized area will be complemented by the development of a low slope bank.
The layout has two stops, the first one is located in Tomás y Valiente street (platform axis corresponding at the mile
post 0+733), and the second next to the Gracia Cruz district (platform axis corresponding at the mile post 1+211). In
each stops, the platforms are 60 meters long and 3,00 meters wide, also the platform accesses are 5,00 meters long.
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Civil Engineering
1.B31 - Consultancy and assistance for the works direction of prolongation of the line T-4.
Tram. Stretch: Radio Television Valenciana (RTVV), La Coma Neighbourhood. Paterna.
(Valencia).
Client:
Works budget:
21.821.214,35 €
Year of execution:
2003-2008
The program of extension of Underground of Valencia includes the prolongation of the line T-4 from the roundabout of
Valencian Television in two sections: one up to the Neighbourhood of La Coma and Mas del Rosari, and another one
as a branch of the previous one up to the urbanization of Valterna and Terramelar.
The works that were executed in the section TVV – La Coma Neighbourhood had as object provide coverage, so much
to the neighbourhood of L Coma and Mas del Rosari, as to the future extension of the University of Valencia’s Campus.
The section initiates its tracing in the Avenue Andrés Estellés (Burjassot), immediately after the stop of the same name
of the line in service. From the origin of the project the gradient gets depressed to cross to different level under TVV's
Roundabout, going out from the right way of the University Street, at the end of which the line bifurcates in two, one that
goes to La Coma Neighbourhood and other one towards Terramelar/Valterna. The main line to La Coma concludes
with a curl of return close to the Dominicas School and has a total length of 2.900 meters. It will have five new stops.
The second section, Ramal de Terramelar - Valterna, provides coverage of public transport to the urbanizations of
Lloma Llarga or Valterna, and to Terramelar's Neighbourhood, both in Paterna’s municipality. This section has a length
of 710 meters and has a new stop. For its accomplishment it was necessary a driving under the CV-35 road. The action
in this section was completed by a pedestrian footbridge on the CV- 365.
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Civil Engineering
1.C01 - Construction documents for the travelift Docks and Canals, Dredging and Land
Development of the shipyard in Sagunto Harbour (Valencia).
Client:
Vulkan Shipyard, S.L.
Works budget:
4.157.468,08 €
Year of execution:
2005 - 2007
The present Project consists of the construction of the shipyard in Levante Dock of Sagunto Harbour which will be designed for the large leisure boats production and maintenance. Valencia Harbour Authorities which own a 31.632 m2
plot in Levante Dock next to the Fishermen's Harbour have granted the administrative concessions in favour of the Vulkan Shipyard, S.L. development company for this purpose. There Hill be an industrial warehouse with offices and a
marine school in the plot. A docking zone, mooring docks for the boats and two travelift docks will also be located in the
shipyard. The maritime construction works for this project include the following:
- Dock dredging down to 5 meters below water level, opposite to the plot,
- Construction of the dock parallel to the cost, 20 meters from the coastline. The dock is 200 meters long and it's based
on the trapezoidal foundation forming a breakwater, on top on which lie two rows of concrete blocks reaching 0,25 metre above water level. The uppermost part of the dock is formed by 1,35 meter high block fully above water lever which
creates the dock surface at 3,60 meter above water level
- Construction of two 40 meters long travelift canals
- Filling of the lower part of the dock with the material coming from the dredging
- Pier, which forms a gate to the southern dock, is perpendicular to the coastline. It's 30 meters long and 4 meters wide.
The project includes land development works on the shipyard plot: two independent water mains will be executed, one
of them finished with a valve and another one with a fire hydrant, a potable water main and an electric main will be installed in the dock, and urban and industrial sewage treatment plants will also be executed
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Civil Engineering
1.D10 - Contract for the definitive design and studies achievement (Phase III) as an integral
solution for the crossing of the Magdalena river , in Barranquilla
Client:
Instituto Nacional de Vías (INVIAS). Republica de Colombia.
Works budget:
350.000.000,00 €
Year of execution:
2012 - 2013
The project's goal is to build a high-capacity road, including a new bridge over the Magdalena River in Barranquilla.
This new bridge meets the need of a crossing point over the river with sufficient capacity for traffic but also the size
required by the growing demands of the river traffic. Nowadays in Barranquilla there is only one bridge over the river
Magdalena, called Pumarejo bridge which has a single traffic lane in each direction, and generates a 16 meters vertical
clearance with 140 meters between piers. This bridge has become obsolete due to the Barranquilla Port development
and will be demolished after the new bridge construction.
The new bridge over the Magdalena river, purpose of the project, has a total length of 2270 meters, and includes a 690
meters long cable-stayed section. It consists of a central span of 380 meters, which gives permission to welcome new
waterways - and two compensation spans of 155 meters each. The access sections to the stayed part are performed
by successive spans of 70 meters range. At the location of the bridge, the Magdalena River has a total width of 1190
meters.
The new bridge has a 45 meters vertical clearance and the pier/towers of the stayed section reach a height of 139 meters above the foundations. The deck of the stayed section 38.50 meters wide, hosts a double tract section on each
side, sidewalks and cycle lanes for pedestrians and bicycles.
The entire road has a length of 3.5 km and is composed of three lanes in each direction of traffic. It connects Barranquilla By-Pass, with Palermo district, located on the other side of the Magdalena river. In the final ending straight line to
the city of Barranquilla, the project includes the design of an interchange with the port corridor, urban highway that communicates with the port of Barranquilla. The exchanger has a total length of 6.3 km.
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Civil Engineering
1.D09 - South Transversal Lane Development. Module 2. Intervention for the improvement
and maintenance of the corridor TUMACO- PASTO - MOCOA
Client:
Instituto Nacional de Vías (INVIAS)
Works budget:
141.197.500,09 €
Year of execution:
2010- 2015
As part of the IIRSA initiative, the development of the multimodal corridor Tumaco - Puerto Asis (Colombia) - Belém do
Pará (Brazil), Axis of the Amazons, aims to promote a greater integration of the Colombia transport infrastructure network with other countries such as Ecuador, Peru and Brazil, through the improvement of the roads between them.
Thus, the Government of Colombia, through the Ministry of Transport and the National Roads Institute - INVIAS intensify its efforts to increase the capacity of the existing road network. This is a project that will enhance trade between
neighboring countries and facilitate access to the Pacific Ocean. The National Council for Social and Economic Policy
(CONPES) through the document 3609 of the 14 of September 2009, proclaimed as national strategic importance the
"road network development in the south of Colombia", project including improvement and maintenance Works in the
corridor Tumaco - Pasto - Mocoa Puerto Asis and the phase 1 of the construction of the Alternative San Francisco Mocoa.
The improvement and maintenance of the road corridor include the area between the town of Tumaco in the Nariño
Department, until the city of Mocoa in the department of Putumayo. This is a high importance area because joining the
Nariño and Cauca Putumayo departments with the Pacific Ocean, allowing a greater integration and merchandises
exchange in the south and southwest of the country.
The corridor has a length of 475 km and connects the departments of Nariño and Putumayo, facilitating the transport in
western Colombia and the Amazon and to allow this connection to Pacific ports. The geometrical characteristics of the
channel are appropriate, it is because it crosses a flat area that rises to the Andean region, with good ability for design,
however, structural and functional deficiencies exist with few critical points, all due to frequent landslides areas
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Civil Engineering
1.D08 - Pilot Study, Environmental Impact Study and Landscape Integration Study for the
new road between Onda and Vila-Real (Castellón)
Client:
Works budget:
75.000.000,00 €
Year of execution:
2011- 2012
The project defines the implementation of the new road between Villarreal and Onda. The proposed route has a length
of 12,486.89 m, is located in the South of the current CV-20 and has a separated double lanes section.
The route begins in Onda, at a new roundabout at the intersection between the CV-20, Avda. del País Valenciano and
Ceramista Alos Street.
The first section of the road, in urban areas, has a length of approximately 380 meters and is located between the two
newly constructed roundabouts. This section presents a cross section of 36 meters wide, with two lanes of 7.00 meters,
a cycle lane and 3.00 m sidewalks on each side of the tracks. This section also provides a 7.00 meters wide GLT
(Guided Light Transit) line. The section includes a central reservation with 2.00 meters wide side and a third corridor for
a hedge implantation so that the different lanes are perfectly separated.
The second section begins at the roundabout at MP 0+380 and ends at the kiosk located in Vila-real. This section has a
length of 12,106.90 meters and has a cross section of 35.50 meters in width, excluding the GLT platform and the cycle
lane.
This section contains two lanes 7.00 meters wide, separated by a 5.00 meters wide central reservation which houses a
ditch on the same axis of the new road. The section also provides a 7.00 m wide GLT platform and a 2.50 meters cycle
lane that are not part of the project.
The circulation lane has roadsides as well as channels for rainwater recovery
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Civil Engineering
1.D07 - Project Management of the La Plana Highway (CV-10). Section: Pobla de TornesaVilanova d’Alcolea.
Client:
Works budget:
49.719.711,87 €
Year of execution:
2007 - 2009
Project management’s role had been to control the conversion work execution on the CV-10 Highway section between
La Pobla Tornesa and the intersection with the CV-152 providing access to Benlloch, this section has a total length of
9.990 meters.
The section type of the Highway is formed by two separated 7.00 m wide double lanes with outer and inner edges of
respectively 2.50 m and 1.50 m, and 0.75 m roadside.
The Central Reservation is large, with a width of 12.00 m from edge to edge.
The execution of works from the section II, which crosses the CV-148, Oropesa-Cabanes, allows an easier exit from La
Pobla Tornesa to the coast.
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Civil Engineering
After this connection, the road continues to Cabanes using the current road
At the junction of the CV-10 with the CV-148 the liaison III is executed. This link has a roundabout on each side of the
main section. Located in the south of Cabanes, it also allows access to the industrial hub and connect the Alba and
Oropesa Valleys via the CV-148, in each of his senses.
The work ends with the access connection IV to Northern Cabanes, with various radius roundabouts on each side and
an overpass on the main section.
From there, the highway is located to the right side of the current route, only the current road’s emergency lane is used.
Therefore, in this final part of around 3,000 m , the two channels are completely new.
The final section, the connection V, is present in the vicinity of the current intersection with the CV-152. It is an unique
roundabout with 57 m inside diameter.
This last section provides access to Benlloch and future connection with the access roads to the Vilanova d'Alcolea
airport and the new CV-13 in construction, planned with double lanes.
The road type section consists in two separated 7.00 meters wide double lanes with exterior and interior roadsides respectively of 2.50 m and 1.50 m, and 0.75 m wide lateral berms.
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Civil Engineering
1.D06 - Construction documents for the new road (CV-13) from Torreblanca to the airport
structures in Castellón.
Client:
Works budget:
28.841.356,00 €
Year of execution:
2003-2004
The designed road of approximate length of 14 km will connect the present airport in Castellón, which is now under
construction with a toll gate on the expressway AP-7 in the town of Torreblanca and with a national road N-340. The
new road will enable fast and comfortable connection with the roads parallel to the sea coast, such as trunk road N-340
and expressway Ap-7 mentioned above that are currently highly congested, with the planned expressway CV-10, that
will accumulate huge part of the traffic in directions North- South in Castellón province – from La Jana to Almenara
town.
At first, a construction of an “express road” with 100km/h speed limit was planned. But yet the route study realized
guaranties the viability of converting this road into one of freeway lanes if the traffic intensity requires such changes. In
addition, there were 2 link roads and ten viaducts designed, thanks to which the new road will have a grade separated
way over the existing road system, precipices and watercourses. Apart from a viaduct projects, a project of the grade
separation with the expressway AP-7 was designed.
The execution time for the works planned in the project is twenty months.
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Civil Engineering
1.D05 - Construction Project Redaction (VP-3076): C-322 from Navarrés and CV-550 from
Anna a Dos Aguas, Anna’s roundabout.
Client:
Diputación de Valencia
Works budget:
2.229.201,16 €
Year of execution:
2001-2004
The CV-580 (or VP-3076) from the CV-590 a Dos Aguas, is the Canal Navarrés’ backbone, communicating with all
municipalities of the region since Anna until Bicorp and connecting Anna with other communication channels to
neighboring regions of the coast, la Ribera and Vall d'Albaida, or Enguera.
The passage through Anna is characterized by its narrow road and the flow intensification disrupting traffic conditions
and safety.
For these reasons, it was decided to undertake Anna roundabout work in the west of the city, freeing it from the traffic
flowing through it.
The work involved the construction of a new road with a length of 2030 m in the west of the city, with three intersections
type roundabout giving access to it. In order to remove direct access properties adjacent to the road, it was built three
service roads with a total length of 857 m and a 260m long service road leaning against the road .
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Civil Engineering
1.D04 - Project Development for access to ZAL (Zone connected with logistic activity of
Valencia Harbour)
Client:
Autoridad Portuaria de Valencia
Works budget:
14.241.592,17 €
Year of execution:
1999 - 2003
Project development of access to the zone connected with logistic activity of Valencia Port aiming to improve connections between city and surroundings. Two solutions are presented in the project:
- The first one means creation of access to the new part of Valencia port connected with logistic activity, excluding the
necessity of passage through the city, in order to reduce traffic.
- The second one is connected with improvement of access roads to the town. The aim of the Company was to improve
traffic between roads V-30 and V-15 so the slip road leading from V-15 to V-30 road was replaced by loop road with
appropriate radius and symmetry.
In this way the existing two-lane leading road to the port was completed with two additional lanes, one in direction of
Valencia and the second in direction of Z.A.L. Additionally other ameliorations were developed, such as: road to the
nearby church La Punta, and cyclist path connecting Valencia with Pinedo beach. There will be constructed eight structures of different levels through building new complexes or enlarging the existing ones.
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Civil Engineering
1.D03 - Construction Project for the Valencia Community racing circuit access. Cheste
Client:
Works budget:
3.912.037,87 €
Year of execution:
1996 - 1997
The fundamental objective of this project is the construction of the access to the Valencia racing circuit.
The road leading to the Valencia racing circuit has a total length of 3082.27 meters and is entirely located in Cheste. It
begins at the CV-378, which connects the A-3 with Cheste, near the city industrial area and the north end of it. The connection is made via a roundabout, 54 meters internal diameter, with a 164 meters long connection to the previously
mentioned industrial area, also part of the project. From this point, the road passes by La Loma, crossing it in the southeast-northwest direction, then enters in the Cheste Educational Complex - Previous University - and heads for the road,
making the connection with the racing circuit interior and leading to its parking areas located on the future terrace
zones.
The planned section consists of two 3.00 m wide lanes with 2.00 m wide roadsides. The road has access control, due
to the type of expected use during operation thereof. Therefore, there are four points of connection with the existing
rural roads, allowing access to adjacent properties and supplemented by several service roads.
The Work includes the replacement of all relevant services (electricity, telephone, lighting, irrigation networks, rural
roads, etc..) and completed by the lighting installation on the initial roundabout and its access roads, such as the access road to the Industrial hub and the roundabout and interior roads of this same hub.
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Civil Engineering
1.D02 - Lack of line continuity Study on the highway A-7 in Autonomous Region of Valencia.
Client:
Works budget:
Year of execution:
1997
The aim of the study was to carry out the analysis of the functioning of highway A-7 in order to find solutions for the
segments where lack of traffic continuity, due to rupture of concessive system, was noticed.
These segments include: ring road of Valencia city, ring road of Alicante city and fragment between Alicante city and
Murcia region. For these parts solutions were being found in order to enable providing services at required level, according to infrastructure of over regional importance, that is highway A-7, assuring smooth traffic between metropolitan
zones of Valencia, Alicante and Elche.
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Civil Engineering
1.D01 - Studies of the alternative performances of the A-7 Highway Valencia By-Pass
Client:
Gobierno de España / Ministerio de Fomento
Works budget:
Year of execution:
1994
Planning and traffic study for the determination of enlargement solutions feasible on the Valencia By-Pass. The study
area includes all the By-Pass, in both its northern and southern section, the ultimate goal is to solve the congestion and
functionality problems it currently experiences.
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2.A08 - Technical Assistance to the works direction of the construction of Moncofa’s desalinating plant and its complementary works. Castellón
Client:
ACUAMED
Works budget:
50.870.537,41 €
Year of execution :
2009 - 2013
The present work consisted in the technical assistance to the direction of the construction works of Moncofa’s desalinating plant and complementary works, with a production capacity of 30.000 m³/day of desalinated water. This diary
production belongs to an annual production of 9,90 Hm³/year in an operating period of 330 days per year.
The works include the definition and valuation of the next unities:
· Sea water intake works and pumping plant.
· Desalinating plant of 30.000 m³/day of production capacity.
· Spillages at sea of the brine of the proper desalinating plant and of the brine from the desalinating plants of Nules and
Vall d’Uixó, by terrestrial and underwater outlet.
· Storage in plant and water product bombing.
The desalinating plant is developed in a plot in the proximities of the Belcaire River as it passes by the town of Moncofa, besides the AP7 highway, in the municipality with the same name. Finally, 41.790 meters of pipes had been installed, with diameters between 400 and 1.200 mm in glass fibre reinforced polyester and HDPE.
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2.A07 - Preliminary Study of Bayano Water Treatment Plant in the province of Chepo.
Republic of Panama.
Client:
Private
Works budget:
127.839.599,25 €
Year of execution :
2011
This study tries to solve the shortage of drinking water in the provinces of Panama and Chepo, in the Republic of Panama. This work included a site implantation study, conclusions placed the Bayano Lake as the best option. Bayano
Lake, the country's largest lake, has an area of 350 km2 and a volume of water stored of 3,002 million m3.
The proposed water treatment plant has the following processes:
-
Water inlet works
-
Screening
-
Coagulation-Flocculation
-
Lamellar Sedimentation
-
Granular filtration
-
Disinfection
The plant is projected with a capacity of 100 million gallons per day (378,000 m3/day) and implanted in a plot next to
the lake, with an area of 100,000 m2. It was also projected a storage tank with a capacity of 50 million gallons of treated
water (190,000 m3) and two water pipes with a diameter of 1500 mm to the town of Pacora, located 53 km away.
DRINKING WATER
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2.A06 - Project’s Redaction and Project Management in drinking water supply for the
Casltellón’s Airport from Vilanova D'Alcolea's well (Castellón)
Client:
EPSAR (Entidad Pública de Saneamiento de Aguas Residuales)
Works budget:
5.787.722,07 €
Year of execution :
2010
The work’s scope consisted in the project’s draft and the Project Management to supply drinking water to the municipalities of Torre Endomenech, Vilanova D'Alcolea, Benlloch and Vall d'Alba, including the supply to Castellón's Airport.
The water’s pumping is realized at 990 meters depth. The excavation system of the pipeline was a rotary perforation
through an inverse flow. The water is raised with a 500 kW vertical submersible bomb, driven by a speed modulator,
up to a 5.175 m3 reservoir. The pomp maximal water flow reach 70 liters per second.
Once in the deposit the water is distributed by a network composed by more than 14 kilometres of pipes to 6 municipalities. The alimentation network is mainly composed by ductile iron pipes with diameters of 400 mm, mainly crossing
agricultural areas.
The work’s scope also included the monitoring and control of safety, health and environmental protection in all the
phases.
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2.A05 - Construction Project for drinking water supply pipes in La Plana Alta (Castellón).
Client:
Works budget:
5.787.722,07 €
Year of execution :
2010
The project describes the pipes and drinking water supply equipments in some municipalities of La Plana Alta region
(Castellón). Especially, the municipalities benefited by this operations are: Onda, Castellon de la Plana, Almassora,
Borriol, Almassora and Benicassim.
Two independent lines, staring in the future Mijares treatment plant’s surrounding area, in Onda’s municipality.
The project includes the first helical steel pipes with diameters of 1.016, 914, 813 and 711 mm connecting the future
treatment plant with Castellon de la Plana and Benicassim municipal water tower. For Castellón's municipality is foreseen to construct an additional deposit of 10.000 m3. By other hand, Benicassim municipality has only one water tower,
completed with a 5.000m3 second deposit, located next to La Parreta I tank.
The realized pipes second half function with gravity, made with cast iron with a diameter of 400 mm, connecting the
treatment plant to Almassora water tower. In total, it had been realized 34.483 meters of drinking water pipes, con diameters between 400 and 1.200 mm, in reinforced concrete, iron cast and helical steel.
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2.A04 - Writing Study of Technical, Economical and Environmental Sustainability in the improvements of the quality and quantity guarantee in the satisfaction of the drinking water
demand, in the region of Camp de Turia
Client:
ACUAMED
Works budget:
83.805.150,00 €
Year of execution :
2006 - 2007
The study is based partly on the analysis and the diagnosis of the water resources system, points to capture the water
(in terms of quality, quantity and potential for exploitation of new aquifers) network elements (main tanks) and the request of the Camp de Turia area. Moreover, it has been analyzed and presented alternative possible interventions to
ensure the quality and quantity of supply, both at the time of writing but also to 2025. And budgeting of these solutions.
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2.A03 - Water Supply Works Management – water supplying to Camp de Morvedre,
Phase I and II. Valencia
Client:
Works budget:
11.009.823,88 €
Year of execution :
2001 - 2006
The executed works enable the potable water supply to the municipalities of Albalat dels Tarngers, Petrés, Gilet, Estivella, Canet d'en Berenguer, Els Valls belonging to the region Camp de Morvedre and also the municipality of Almenara
belonging to the region La Plana Baixa neighbouring with the previous ones.
A part of the project was the construction of the network of pipes for the water supply of the total length of 36 kilometers
which allows carrying the necessary flow of potable water from the Potable Water Plant in Sagunto up to the main water tanks in the above mentioned municipalities. Also, as the complementary works necessary for the correct operation
of the system there were two pumping plants and three new regulation tanks with the capacity of 1.500 m3, 2.500 m3
and 5.000 m3, built.
Finally, the network was provided with the remote control system which allows communicating the Potable Water Plant
control centre with the intermediate regulation tanks and final network through the radio or fibre optic link.
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2.A02 - Draft of the drinking water suplly project at Camp de Morvedre. Phases I, II, III and
IV
Client:
Works budget:
Generalitat Valenciana / Consellería de Medio Ambiente, Agua, Urbanismo y Vivienda
15.334.573,95 €
Year of execution :
1999 - 2002
The purpose of these contracts is the redaction of drinking water supply projects in Camp Morvedre, divided into four
phases:
Overall, it was realized 54 102 m of pipes with diameters ranging from Ø 125 and Ø 500 mm
Phase I and II:
Municipalities: Tarongers Albalat, Petres, Life, Estivella, Benifairo, Benavides, Faura, Quart de les Valls, Quartell, Almenara, Sagunto
Population:
Current: Winter: 76 374 - Summer: 136,606 inhabitants
Future Winter: 87 736 - Summer: 168,346 inhabitants
Features:
Flow supply project estimated at 668 l / sec. Completion of three deposits totaling 7500 m3. Total pipe length: 36,690 m
ductile iron with diameters between Ø 125 and Ø 500 mm.
PHASE III:
Municipalities: Torres Algimia Alfara, Alfara of Algimia and Algar de Palencia
Population:
Current: Winter: 2381 - Summer: 7712 inhabitants
Futura: Winter 2619 - Summer: 9817 inhabitants
Features:
Flow supply project estimated at 24 l / sec. Completion of three deposits totaling 1000 m3. Total pipeline length: 10.722
m in HDPE with diameters between Ø 125 and Ø 200 mm.
PHASE IV:
Municipalities: Albarda
Population:
Winter 2621 - Summer: 14 418 inhabitants
Features:
Flow supply project estimated at 61 l / sec. Completion of three deposits totaling 2,200 m3. Total pipeline length: 6690
mt in HDPE with diameters between Ø 250 and Ø 315 mm
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2.A01 - Technical Assistance for the New Amsterdam Water Supply. Project – Phase II.
Republic of Guyana
Client:
Dirección General para el Desarrollo (Comisión Europea)
Works budget:
39.665.000 €
Year of execution :
1995
The present project was funded by the European Commission and Directorate-General Development. The plan consisted in three separate projects:
- Water supply network renovation.
- Renovation of the system of Potable Water Treatment. The solution required construction of two Water Treatment
Plants and two underground tanks.
- Marine Intrusion Prevention Project – developing a method to stop inundations caused by the bad condition of the anti
flood system.
The project was developed in the Republic of Guyana, in Georgetown area.
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2.B12 - Reconstructrion road and pipeline stream between roads 41B and 74 of the district
of Barranquilla. Republic of Colombia
Client:
Republic of Colombia
Works budget:
10.000.000,00 €
Year of execution :
2013
The area of Barranquilla, since always, has a major
problem caused by the streams that cross formed by
rainwater in the region, causing flooding, damage to
urban infrastructure and service networks, environmental damage, paralysis of business industrial and
through urban transport, deteriorating public health and
accidents with loss of life.
The proposed work aims to channel the stream that
runs along the street 84, between 41B and 74 streets, through the implementation of a large buried collector, designed for a return period of 100 years, with sections and multistage approximate length of 1,900 m.
In addition to the collector, the redevelopment of the street 84 was carried out on the section concerned by the intervention.
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2.B11 - Pilot Study of Plant Wastewater Treatment (WWTP), Reuse and Emission Collector
in San Pablo Manta, Ecuador.
Cliente:
Odebretch
Presupuesto de la obras:
34.000.000,00 €
Año de realización:
2012-2013
Descripción del proyecto:
The Municipality of Manta has a pond system for the treatment of wastewater generated by its population, consisting
of four anaerobic ponds, four optional and four for maturation. The current system has no pre-treatment and its contamination reduction yield is under the standards.
For this reason, it was necessary to intervene on the existing facilities, adapting to the new flow process and a
greater requirement for levels of purification, this is why a tertiary treatment of effluent was necessary. Processing
capacity 50,000 m3/day.
Process envisaged:
Primary treatment: Removal of fine, tumbling, degreasing and longitudinal ventilation. (2 lines)
Secondary treatment: UASB anaerobic reactor (2 lines) and facultative pond existing No. 1. The basin is used as it
is now. Before commissioning it was drained and emptied of sludge.
Tertiary Treatment: Via maturation ponds existing restore 1, 2, 3 and 4. Was then added a process of coagulationflocculation and filtration through granular elements, in two rows and, finally, a disinfection process with UV rays.
In addition, a pipeline was built from the WWTP to the refinery to 12 km., a pumping station and a 3.5 km long pipeline.
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2.B10 - Waste water treatment plant preliminary study at Acerias Paz del Rio, Nobsa,
lombia.
Client:
Abeima / Abengoa / Conciviles
Works budget:
6.052.892,51 €
Year of execution :
2012
Co-
Acerias Paz del Río possesses a total of 21 discharges to the Chicamochar river , in Nobsa's municipality. The majority of these discharges does not possess the quality standards of spillage to public riverbed according to the regulation. It is for these reasons that appears the need to reform the existing facilities, and to develop a new treatment
plant .
The projected facilities are the following:
-
PTAR of Belencito municipality domestic water, with a flow of 7 l/sg, pre-treatment, biological process, secondary decanter, disinfection and treatment of sludge.
-
PTAR of industrial waste water of burning coal plant, consistent in pre-treatment, physicist - chemist, primary
decanter, stripping ammonia, biological reactor, secondary decanter, disinfection, textile filtration, ultra filtration
and inverse osmosis. Flow 70 m3/h, DQO 5.330 mg/l and NTK 9.150 mg/l.
-
Industrial sludge treatment plant of high oven, treatment process: thickener by gravity, dehydration by means
of filter band, conditioning mud chemist and chute of storage. 450 Tn of mud/ month.
-
Pumping station for industrial lamination process water with a flow of 140 m3/h.
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2.B09 - Draft Project for a pumping station’s construction and operation, collectors and
renovation of the WWTP of Gavarda, Valencia.
Cliente:
2.362.881,88 €
2011
This work’s goal was the WWTP Project’s redaction, in the Municipality of Gavarda (Valencia).
The network of the WWTP includes the following interventions:
•
General arriving collector of raw water.
•
Execution of a biological reactor and a secondary clarifier.
•
Running a slab of mud silos, electric generator, hypochlorite and deodorization.
•
Running a floating pump and a drainage pump.
•
Running an operating and control building, warehouse, pretreatment and dehydration.
•
The WWTP’s sludge line and the facilities and equipment that result.
•
External sludge traffic.
•
Purging excess sludge. Sludge thickener made of GRP (Glass-reinforced plastic).
•
Sludge dewatering using a centrifugal separator in the dewatering zone of the complex, with all the associated
peripherals. The design of the plant is for an average daily flow of 450 m3 and an equivalent population of 3,000
people. The performance of the WWTP on the reduction of BOD5 is 95%.
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2.B08 - Draft Project for the Construction and Operation of the expansion of the WWTP Rafelguaraf, Valencia.
Cliente:
1.180.415,05 €
2011
This project consisted in the preparation of the draft Project about the expansion of the WWTP in the municipality of
Rafelguaraf, Valencia.
The network of the WWTP comprises the steps of:
•
Filter Grille, new wells and water pump, transfer of two self-cleaning strainers, new biological reactor and secondary clarifier.
•
Execution of the slab for mud silos, generator, hypochlorite and deodorization.
•
Execution of a pump well and a drain pump.
•
Concerning the WWTP sludge circuit, the units required are: replacing the sludge thickener, substitution of helical pumps and replacement of the band filter by a centrifuge decanter.
The design of the plant is for a daily average flow of 2500 m3 and an equivalent population of 7,500 people. The
WWTP’s yield concerning the BOD5’s reduction is 96%.
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2.B07 - Waste water treatment plant and collertors in Benicarló (Castellón)
Client:
Works budget:
24.152.851,14 €
Year of execution :
2009
The present work consisted on the draft of the projects of Waste water treatment plant and general collectors at Beniccarló municipality, in Castellón.
A process of lengthy ventilation with low load has been designed with the following elements: work of arrival, pretreatment (sifted of solid in two lines and sand remover/degreaser in two lines with air contribution ), measurement of
pre-treated water, biological treatment of lengthy ventilation with low load in two lines, by Orbal rotors system to
achieve the aeration, secondary settling in two lines, recirculation and purge of sludge and tertiary treatment consisting
of textile filtration and ultraviolet beams disinfection. Moreover, the sludge's treatment was realized, as well as the facilities deodorization, auxiliary services, electricity companies and instrumentation and control. Three pumping stations
were projected with 21,7 km. of collectors with diameters between 300 and 800 mm.
The design parameters of the plant are for a daily average wealth of 18.500 m3/day and a equivalent population of
140.000 people. The yield of the WWTP, in the reduction of DBO5, is 94,44 %.
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2.B06 - Construction supervision of sewage treatment plant renovation in Pilar de la
Horadada (Alicante)
Client:
Generalitat Valenciana / EPSAR
(Entidad Pública de Saneamiento de Aguas Residuales)
Works budget:
14.368.246,20 €
Year of execution :
2003 - 2008
Originally, it was a sewage treatment plant of lagoon type. The modernization works were conducted within following
stages: waste pre-treatment, initial works - preliminary dust treatment, purifying and degreasing, biological reactor, Orbal system that consists of two lines and three oxidation canals through extended aeration, secondary decantation and
further tertiary treatment with flocculation-coagulation, lamellar decantation, profound textile filtration- disinfection in
pipes and chlorination chamber. Apart from the proper elements of treatment, a 115 kWp photovoltaic plant was installed.
The execution of modernization works took 24 months and was fulfilled by the engineering teams of all necessary fields
that were stationed in the zone. In addition to the supervision and management of the executed works, each week the
team carried out meetings with the client and contractor. For health and safety reasons, a risk prevention specialist was
present in the work zone every day. The factory was designed for an average daily flow rate of 18.500 m 3 and a population equivalent of 140.000 PE. The factory’s yield, concerning the DBO5 reduction is 94,44%.
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2.B05 - Supervision of the construction of Guardamar del Segura WWTP (Alicante)
Client:
Generalitat Valenciana / EPSAR (Entidad Pública de Saneamiento de Aguas
Residuales)
Works budget:
9.794.312,47 €
Year of execution :
2002 - 2004
The present project includes Renovation Works Management in the Sewage Treatment Plant in Guardamar del
Segura. Originally, the Sewage Treatment Plant was located in the lagoon and the present plant has been constructed
in the same place in the additional western lagoon. Its installation was carried out in few stages; pre-treatment, arrival
works – fines processing, desanding, degreasing, biological reactor, A2O system which consists of phase I – oxygenfree and anaerobic chambers, and phase II – oxygen chambers, secondary decantation, tertiary treatment: filtration –
disinfection, chlorination chamber.
The factory was designed for an average daily flow rate of 11.000 m3 and a population equivalent of 85.000 PE. The
factory’s yield, concerning the DBO5 reduction is 95,00%.
The Sewage Treatment Plant had been realized in 15 months
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2.B03 Design Study and Technical Assistance of the Collectors' Network Construction in
The Union of Quart - Benager. Valencia
Client:
Residuales)
Works budget:
2.216.425.768 pts
Year of execution :
1994 - 1998
The scope of the contract includes the redaction and a technical assistance for the works in the Quart Benager's union
collectors network .
The constructed collectors network has for basic object to gather the urban and manufacturers waste water from the
municipal areas of Quart-Benager's Union, composed by the municipalities Aldaia, Alaquas, Quart de Poblet, Xirivella,
Manises and Mislata, as well as the waste water proceeding from the Valencia South Collector. The target is to obtain
the canals’ decontamination which cross the area.
In total 12 collectors' sections were executed , totalizing a total length of more than 31 kilometres with diameters between 600 mm and 1.500 mm. there were also constructed 4 dumping stations, placed in Manises, Quart de Poblet,
Mislata and Valencia, with design flows of 250 and 1.000 l/sg. It was installed a remote control in each of the stations
with a protocol of communication connecting with the Quart Benager's WWTP.
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2.B02 - Project Management in the general collectors’ construction in Nules and the waste
water treament plant of Nules and Villavieja. Castellón de la Plana.
Cliente:
Conseil Général de Valence
3.800.000 €
1998
The Project’s target was the implementation of a collection network in 1335 meters of concrete pipes with rubber seals
with diameters ranking from 500 mm to 1200 mm. The executed collector network receive rain and waste populations
from Nules and Villavieja.
Also, the WWTP Nules was built, realized in phases: Pre-treatment, finish work, well settling grit and degreasing bath
homogenisation - physical-chemical treatment, primary sedimentation, biological reactor composed by two lines with
activated sludge process, secondary sedimentation, chlorination maze. The whole level has general bypass and return
system for treated water. Also realized, a line of sludge treatment consisting of: bath sludge digestion, gravity settling,
dewatering centrifuge and storage hopper.
The works were carried out in 18 months with a permanent team working on site, and many engineers covering all areas of the project. In addition to the supervision and direction of the team permanently residing, weekly meetings were
held with the owner and the contractor.
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2.B01 - Accesses to The Albufereta from the N-332 up to the “Vía Parque” and canalization
of the Juncaret and Orgegia torrents in the mentioned section. Alicante. "
Client:
Residuales)
Works budget:
10.852.183,19 €
Year of execution :
1997
The Works can be described in two main distinct sections: canalization and road.
The section object of the Project runs from the future “Vía Parque”
up to the
Juncaret and Orgegia torrents.
The common section of these two ravines has a length of 1.000 mt.
The shape adopted in the common section, from the Via Parque up to the confluence of both ravines, is a 3,4meters
long with breakwaters, 90 cm thick on both sides.
In the not common sections, both for the Orgegia and Juncaret, the section is rectangular, with crossbeam of the same
type, or breakwater 90 cm thick. With walls of stone of breakwater supported on continuous foundation of reinforced
concrete, protected by a geotextile to avoid the loss of thin materials.
In its common section, roads had been realized on both margins of the canalization, with two tracks on each band, they
also arranged walk zones, with sidewalks and landscaped zone. It was projected illumination for pedestrians. All the
road have illumination system in all the length. 4m wide service lanes were designed in those sections where they do
not exist roads.
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2.C10 - Project Study and Control of Works at the Platform of New Railway Access of Levante High Speed Train . Madrid- Castilla La Mancha- Valencia Region- Murcia Region. Environmental Intregation
Client:
Gobierno de España / A.D.I.F. (Administrador de Infraestructuras Ferroviarias)
Works budget:
30.457.000,00 €
Year of execution :
2002 - 2008
As part of the Project, a landscaping study was carried out about the construction works which their infrastructures
have, as a fundamental goal a better integration in their immediate environment and recover adjacent areas for the construction of roads. Consequently, in accordance with the Motorway Direction and the "Instructions and Guidelines in
platforms Project redaction", the following targets were set up:
•
Slopes Stabilization creating a vegetation cover that will stop the erosion surface and also facilitate environmental integration of the road.
•
Recovery of degraded soils platform construction.
•
Defence and work structures.
Besides crops and plantations, other complementary actions were projected as signalling natural vegetation areas for
the protection and recovery of vegetal upper soil lay, that would be affected by the work, and for a later use in the restoration of soil and vegetation.
The type of restoration projects of plants is compatible with the ecological characteristics of the environment and landscape through which the road passes, the utilization of seedling and the plantation of native species, well adapted to
the environmental conditions, so assured treatment success while maintaining low costs.
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2.C09 - Environmental Impact Study of the WWTP of Benicarló. (Castellón)
Client:
Generalitat Valenciana / EPSAR (Entidad Pública de Saneamiento de
Aguas Residuales)
Works budget:
45.725,20 €
Year of execution :
2009
The treatment of the waste water of Benicarló's municipality was realized by a small WWTP located next to Rambla de
Cervera.
The increase of the population in the locality during last decade has generated an excess of the treatment capacity .
For this reason, the execution of a new installation with sufficient aptitude to assume the treatment of the whole residual
water of the municipality was necessary.
The projected WWTP will supply more than 100.000 equivalent inhabitants and the design project develops characteristics gathered in the Developing Plan of the WWTP, with environmental authorisation (DIA).
The environmental documentation included with the design Project was:
- Environmental Impact assessment
- Archaeological study
- Landscape study
- Control of risks of serious accidents
- Control and prevention of the legionelosis
- Construction waste management study
- Acoustic study
- Authorization of spillage
- Authorization request for public hydraulic domain occupation
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2.C08 - Environmental Impact Study of the drinking water supply to La Plana Alta
(Castellón).
Client:
Generalitat Valenciana / Consellería de Medio Ambiente,
Agua, Urbanísmo y Vivienda
Works budget:
110.522, 79 €
Year of execution :
2008
Almassora's municipalities, Castellon de la Plana and Benicassim belonging to Alta Plana region (Castellón) used to
present deficiencies in the drinking water supply since the wells which supply Almassora, Castellón and Benicassim
areas have almost reached their maximum volume of sustainable extraction, whereas the demand increases in a constant and important way.
To solve this problem, the Environment, Water, Urbanism and Housing Ministry has foreseen the construction of a
Drinking Water Treatment Plant (DWTP) on Mijares river.
Since the area of the treatment plant are defined two networks which go, one for Benicassim-Castellon supply ending in
the existing reservoir of La Parreta I, and the other at Parreta II tank, which is part of the Project, located in the municipality of Benicassim. Since the pipes described above, leave connections to Castellon de la Plana tank.
The Environmental Impact Study contemplated the execution of 33 Km of pipeline as well as the execution of Parreta
II tank. The linear action develops along different environments, urban zones, fields of culturing of citrus fruits and forest area. The tracing adjusted to the existing road, without concerning any of the most near natural protected spaces:
Mijares River, Desert de las Palmas and Ermitorio de la Magdalena .
The study includes a report about the affection of the archaeological heritage that needed an archaeological exploration
of the whole tracing.
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2.C07 - Environmental Impact Study of the Mundo Ilusión-Golf Cabanes and
Mundo Ilusión – Golf Oropesa
Client:
Mundo Ilusión Costa Azahar S.A.
Works budget:
4.572.202,95 €
Year of execution :
2005
The Program of Integrated Performance Mundo Illusion - Golf is located between the municipalities of Oropesa and
Cabanes. The study area has a surface of 462,59 Ha, and is not developed unrealistically. The area is inside an agricultural zone, nowadays occupied by crops of citrus fruits with irrigation and for other fruit trees.
Castellón's province possesses an important tourist potential, both on the coasts and in the interior zones. The favourable climatic, landscape and cultural conditions that this area presents allow an use in the state or redevelop.
The Environmental Impact Study is an estimation of the environmental affections that the implantation of this thematic
park might cause on the near environment. The environmental impact study evaluated the affections of the whole performance, which includes the facilities of golf, hotels, residential and the services that these activities need.
The location of this park is between the municipalities of Oropesa and Cabanes, close to the highway AP-7, in a plain
limited by a series of mountainous formations. The area is cultivated in the practical totality by citrus fruits of irrigation
and it is a high traffic area.
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2.C06 - Environmental Impact Study of new highway from
Torreblanca to Castellón Airport
Client:
Generalitat Valenciana / ConsellerÍa de Infraestructuras y Transporte
Works budget:
1.853.800,00 €
Year of execution :
2005
The Environmental Impact Study evaluated the alternatives proposed about the construction of a new connection from
the highway AP-7 in Torreblanca's link up to Castellón's airport facilities and connection with the highway CV-10.
There will be studied the affection of the road that is designed as a highway on approximately 14 km. The road's layout
crosses a natural environment that passes between the first mountainous alignments of Castellón's interior and the
coastal line.
The action does not concern any natural protected areas, but there is a nesting zone for the species Montagu´s harrier
(Circus pygargus). The affection of this zone motivated a modification of the road ‘s layout to assure the permanency of
the nesting areas, contemplated like "vulnerably" for the Valencian Catalogue of Threatened Species.
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2.C05 - Environmental Impact Study for the Design of a high speed railway line on the Castellón - Province of Tarragona section .
Client:
Works budget:
6.691.449,09 €
Year of execution :
2007
This study evaluated environmentally the execution of a new railway line. The action are developed on a none urbanized area. The total layout, of approximately 82 Km, passes along the province of Castellón, north to south.
The proposed layout does not concern any natural protected area, and the identified impacts are the typical ones related to an intervention of this scale, but the importance of the Project motivated the accomplishment of detailed studies
to know the possible affections, studies of vegetation, fauna, landscape, noise, socioeconomic, etc.
The principal impacts produced by this infrastructure will be those that take place during the phase of exploitation, the
barrier effect and the impact on the landscape. These impacts are those that have needed a major effort in the chapter
of design to measure and minimize these negative effects.
The study included a noise assessment and environmental vibrations, a study of affection to the cultural Heritage and a
vegetation and fauna study.
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2.C04 - Environmental Impact Studies for the actions of waste water treatment plants:
WWTP and collectors of Gavarda and Rafelguaraf, and pumping stations and collectors
from Senyera to Villanueva de Castellón and from Sant Joanet to Villanueva de Castellón.
Valencia .
Client:
Works budget:
Year of execution :
2010
In 2010, the public entity EPSAR started a restructuring’s study concerning several facilities of waste water treatment
in the province of Valencia, more specifically in the municipalities of Gaverda, Rafelguaraf, Sant Joanet and Senyera.
For each actions, an Environmental Impact Study was realized, to evaluate the possible environmental affections that
these implantations would produced on the environment.
The four projects that were studied are located in a rural environment or in the suburb, where any natural areas are
threatened, the interventions are mainly realized on non urbanized areas. Concerning the WWTP of Gavarda, the project concerned the renovation of an existing building, but for the others, everything was new.
The studies included investigations regarding the situation and the consequences on the cultural heritage, which included the accomplishment of an archaeological exploration in every study.
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2.C02 - Design Study of Poyo Ravine bassin canalization
Client:
Gobierno de España / C.H.J. (Confederación Hidrográfica del Jucar)
Works budget:
3.303.369,32 €
Year of execution :
2003 - 2004
The Poyo Ravine basin, throughout the years, has suffered from numerous floods, causing important economic and
human damages. This is why it appeared the need to study the possible performances for the protection against these
extreme hydrologic phenomena, reducing the risk of floods. The affected area has an important and increasing human
activity consequence of the proximity of the urban area of Valencia.
The proposed solution cover a set of performances of restoration that includes reforestations, hydrologic techniques,
preventive vegetative treatments against forest fires and conditioning and improvement of the road net
This project favors the creation and conservation of the natural ecosystems, improving the environment and the environmental and landscape quality of these forests, simultaneously that collaborate in the recharges of aquifers and in the
reduction of the downstream consequences caused by Mediterranean storms.
In general, the mountain presents a cover of bushes after the consequences of the forest fires, these bushes are variable in height and density, with natural regeneration of the Pinus halepensis in some places and artificial repopulation
in others.
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2.C03 - Environmental correction project redaction for infrastructure works.
Cliente:
Variés
Presupuesto de la obra:
In terms of legislation on environmental impact assessment, the law Legislative Royal Decree 1/2008 of January 11th
and its amendment Act 6/2010 of March 24th are the standards. At the regional level, there is the Law 2/1989 of March
3rd amended by Law 16/2010 of December 27th and its Regulatory Decree 162/1990 of October 15th, as amended by
Decree 32/2006 of March 10th.
According to the legislation, there are infrastructure projects which, by their urban characteristics, or because they reuse existing infrastructure, etc.. are not subject to the evaluation procedure of Environmental Impact involving an environmental impact study for obtaining the EIS (Environmental Impact Statement).
For these interventions, however, must prepare a document to evaluate the potential environmental impacts during the
works, and the establishment of preventive and corrective measures to minimize the environmental effects that may
occur.
Among the most significant, it was written environmental studies for the following projects:
- Valencia Metro Line 3 Construction Project, through Alboraya (Valencia). 2005
- Valencia Metro Line 5 Extension Project, new section connecting with the new Riba-roja Centro station. 2009
- Valencia Metro Line 3 Construction Project, in urban areas and Godella Rocafort. 2010.
- Valencia Metro Line 5 Extension Project. Section Riba-roja de Turia-Villamarxant. 2008.
- Tram Platform Summary Project and access to the Paterna urban area environment urbanization, corresponding to
Valencia Metro Line 4 extension from Valterna to the neighborhood of Alborgí. 2010.
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2.C01 - Plan for sanitary parameters´ upgrading of the waters of the Black Sea
Client:
Works budget:
Year of execution :
Dirección General para el Desarrollo (Comisión Europea).
PHARE and TACIS / Regional Programmes
1.050.000 ECU
1995
This European project was performed for the development and planning of an environmental policy for the Black Sea in
the concerned countries (Bulgaria, Rumania, Ukraine, Georgia and Russia).
In the Black Sea, critical environmental contamination is taking place due to the changes caused by waste water dumping to the Black Sea discharging rivers (Danube, Dnieper, Don and other smaller coastal rivers). The cause of the environmental degradation was an inadequate management, former industries, rare environmental control, inadequate agricultural, industrial and navigation sewage treatment.
The project comes within PHARE and TACIS programs and is developed by the European consortium formed by Posford Duvivier Environment, Entec Gould Group Ltd. and i.v. Ingenieros Consultores, S.A..
The works took 12 months. During that time, the group of European experts selected for the project organized monthly
meetings – workshops to analyse the current coast condition of the Black Sea by gathering the information, meetings
and conversations with administrative offices and visits to the action field.
As a result of these works, the commission concluded a document showing the current condition as well as the technical standardization proposal.
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2.D08 - Environment Improvement Preliminary study in Metro Valencia Line 5 connection
to Vilamarxant urban area Section.
Client:
Servicios de Topografia S.L.
Works budget:
2.889.734,06 €
Year of execution :
2009
The project develops a system of pedestrians and bicycles tours taking advantage of the transformation derived from
the future prolongation of the MetroValencia line 5 between Riba-roja de Túria and Vilamarxant and with the vocation to
join the paths network of the Natural Park del Túria.
The landscape project includes a surface of 24.490 m2, 1.557 m2 in urban section.
1 At the first section on the alluvial terrace of the Túria river, the work includes the vegetable restoration, using the
autochthonous flora. In this section the tracing is projected in according with the topography, the water elements
(irrigation ditches and channels) and the panoramic visual points on the Natural Park
2 The second section in project is restricted to the tour path, using rural existing ways. In this section are projected
paths crossing on the Barranc dels Oms and on the Barranc de Teulada.
3 The third and last section included the transformation in a scenic tour of Vilamarxant's north area , This transformation was made by the modification of the current section in a layout according to the landscape character of the intervention.
A secondary tour is also projected between the CV-370 and the future railway platform
LANDSCAPING
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2.D07—Design study of the Metrovalencia line 5, connection section with new Riba-roja
Centro Station. Landscape Integration.
Client:
Works budget:
20.000.000,00 €
Year of execution :
2008-2009
Inside the prolongation study of the Metrovalencia line 5, it is also projected the integration of the same one into the
urban area of Riba-roja de Túria. The current urban configuration is characterized by the existence of the former railway platform with an effect of urban barrier.
The area on which the landscape implantation is realized has a surface of 20.500 m2.
Three sections are distinguished in the project:
•
Street Senyera (industrial section): it is projected the regularization of alignments and the incorporation of vegetation close to the trench section in the railway platform
•
Street Senyera (residential section): the difference of level between both frontages, force to project two separated platforms (each of them formed by sidewalk, band of vegetation and road way) and a central part that assumes the elevation difference. It incorporates the parking zone, and it makes possible the pedestrian communication between both levels by a system of ramps and stairs,
•
Riba-roja centre station : it is the area with major complexity due to the differences and the quantity of urban
pieces. _The solution is obtained by a system of stairs, steps, viewing-points, etc, that integrates the road surrounding , the human communication, the future station, the hydraulic ravine needs, etc .
LANDSCAPING
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2.D06 - Design study of Metrovalencia Line 1 entombment , Empalme-Bétera, in the
Burjassot and Godella municipalities . Landscape Integration.
Client:
Generalitat Valenciana / Consellería de Infraestructuras y Transporte - G.T.P.
(Ente Gestor de Transportes y Puertos)
Works budget:
85.000.000,00 €
Year of execution :
2008-2009
Nowadays, the presence of the railway platform in surface generates a strong barrier effect in the urban area of Burjassot and Godella.
The new urbanization regenerates the liberation of new spaces by the entombment of the infrastructure: a powerful
pedestrian axis substitutes the railway axis, establishing the predominance of pedestrians and cyclists. Also new urban
connections are established and the existing ones are reordered.
The project interacts with the character and the characteristics of each one of the zones crossed: link with the existing
roads, adequacy with the fords, fluency of the pedestrian traffic, etc.
The landscape integration in the urban section includes a surface of 51.504 m2.
In the section of the new underground tracing railway line, is projected the reconstruction of the current structure , supporting the existing traffics and the number of rails, but with light modifications that allow to improve the railroad characteristics - rectification of alignments, increase the pedestrian surface, incorporation of vegetation, etc.
For the railway current platform, is projected to restructure it into a green urban route for pedestrians and cyclists:
stands out the construction of a wide boulevard in the Bétera street. .
In the Burjassot-Godella's station area, as well as in the of Godella's current and future station, there is projected a singular and differentiated treatment depending on the urban context in which they are.
LANDSCAPING
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2.D05 - Preliminary study of the connection by platform for reserved transport route between Patacona beach and Port Saplaya
Client:
Ayuntamiento de Alboraya / E.G.U.S.A. (Empresa de gestión urbanística y
servicios de Alboraya)
Works budget:
15.000.000 €
Year of execution :
2008
The principal design criteria is to join the new infrastructure to the existing one, like the
V-21 highway (north access to Valencia's city) to minimize the division of the territory
and the creation of residual spaces among both infrastructures.
Besides the works of landscape design, which include an area of 43.630 m2, three
singular interventions are distinguished:
1 - Link 14 (V-21): the margins of the trench of the new platform are adapted to the
presence of the existing vegetable (alternation in the use of walls and banks)
2.-The Peixets Chapel and Barranc del Carraixet: the new bridge is designed with a top
arch, for its minor level requirements, therefore, it has minor impact of the resultant
banks. The longitudinal accessibility is solved by a system of stairs and ramps placed
in a system of walls and vegetated banks that reduces the visual impact of the platform
and the elevation difference with the area. ; The date palms trees are the dominant
species in the area of the chapel. They will be transplanted on the new banks and the
vegetable treatment will be completed by the use of palms.
3 - Port Saplaya: the new platform joins with the existing road and creates a vegetable
band that works like a barrier (acoustic and visual) opposite to the nearby presence of
the V-21 highway .
LANDSCAPING
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2.D04 - Design Project of Benicarló's WWTP (Castellón).
Study of Landscape Integration
Client:
Residuales)
Works budget:
13.108.261,86 €
Year of execution :
2008 - 2009
The Benicarlo´s WWTP (Castellón) is located in a plot defined by the Villaperdiz Landplaning Plan , in the confluence
of Pándols river and Cervera river.
Due to its nature, the project of Benicarló´s WWTP (Castellón) presents few design technical conditions determined by
the presence of elements related to the process of purification, which restricts the measures of landscape integration to
installation perimeter elements:
The PRV1b plot treatment (50 m band protection ) between the road CV-135 and the plot PID2, will be realized by the
simultaneous objectives of supporting the characteristics of the environment and to obtaining the maximum concealment of the infrastructures. There will be implementing by:
•
The olive trees conservation and protection and existing carob-trees in the band of servitude (PRV1b) and
also in the plot PID2.
•
The micro topographic modification.
•
The olive trees and carob-trees transplants from PID2 to PRV1b (16 units).
LANDSCAPING
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2.D03 - Special Water Supply Project to the consortium Plà de l'Arc and to Castellón's Airport. Study of Landscape Integration
Client:
Generalitat Valenciana / AEROCAS
Works budget:
Year of execution :
2008 - 2009
The project includes the execution of a water regulation deposit of approximately 5.000 m3, placed next to Vilanova
d'Alcolea's poll, as well as the drinking water network from the new deposit mentioned above. It will be connected with
the drinking water networks supplying the municipalities of Tower Endoménech, Vilanova d'Alcolea, Benlloch and Vall
d'Alba, and also connected with the Castellón Airport’s facilities.
The Landscape Integration Study is developed according to the Land management and Protection of the Landscape
law, Law 4/2004 and Decree 120/2006, from the Government of Valencia.
LANDSCAPING
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2.D02 - Design Study of Drinking water supply to the Plana Alta (Castellón). Study of
Landscape Integration
Client:
Agua, Urbanismo y Vivienda
Works budget:
16.905.936,51 €
Year of execution :
2007-2009
To relieve the current faults in the drinking water supply to the municipalities of Almassora, Castellón de la Plana and
Benicàssim, belonging to the Plana Alta region, there is projected the construction of drinking water supply conductions
that will allow the connection of the Mijares´ drinking water treatment station, with the storage and supply infrastructures
of Almassora, Castelló and Benicàssim (Parreta II Storage).
The Landscape Integration Study was developed according to the Land management and Protection of the Landscape
law, Law 4/2004 and Decree 120/2006, from the Government of Valencia.
1.
Introduction: Precedents, Object of the Study and Application Legislation
2.
Project Description: Precedents and Project Description
3.
Landscape Integration Study’s scope
4.
Procedure, Plans, Studies and Projects of Application: Planning and Affections
5.
Procedure of Landscape Character of Application: Definition and Characterization of Units of Landscape and
Landscape Resources
6.
Public Participation
7.
Scope and Content of the Landscape Integration Study: Justification of the Study Area and Evaluation Methodologies
8.
Landscape Integration assessment : Identification of Potential Impacts and its Sources ,Fragility of the Landscape, Valuation of the Landscape Integration, Measures of Landscape Integration
9.
Visual Integration assessment : Points of Observation and Visual Quality, Valuation of the Visual Integration,
Measures of Visual Integration
10.
Results, Valuations and Conclusions
11.
Measures of Integration in the Landscape and Program of Implementation
12.
Maps
LANDSCAPING
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2.D01 - Landscape Integration Project Redaction for the extension studies of the Valencia
Metro Line 5. Sections: Airport – Riba - roja de Turia. Basic Project: section Riba - roja de
Turia - Villamarxant.
Cliente:
Generalitat Valenciana
Presupuesto de la obra:
46.570.506,00 €
2004-2006
The study includes measures of the landscape integration after the extension the Valencia metro line 5 on the section
Riba-roja de Turia-Vilamarxant.
The segment has a total length of 4623.746 meters. Between the initial mileage and mileage 3+200.036, the layout
adheres with the existing platform site from the old suburban railway Valencia-Llíria. From this point, the new platform
goes along the corridor where is the CV 370, between Turia’s bed and Mullo of Crusa’s mountain, then go through Oms
and Teulada’s torrents thanks to two separate viaducts, which section allow a flow path corresponding to a return period of 500 years. Vilamarxant Stop is located near the city center.
The landscape integration study is developed in accordance with Law 4/2004 of June 30th, from the Ministry of Spatial
Planning and Landscape Protection and Decree 120/2006 of August 11th, from the Council, by which the settlement
landscape Valencia is approved.
LANDSCAPING
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2.E02 - Wind Power Project for Valencia Region
Client:
Generalitat Valenciana / Consellería de Industria
Works budget:
1.800.000.000,00 €
Year of execution:
2001 - 2002
Wind Power Project for Valencia Region is a document that concerns terrain planning and has a sector character.
Methodology applied is based on three fundamental aspects: definition of the goals, technical and legal analysis together with denomination of action strategy.
Taking into consideration the character of the aims, they can be divided into: energetic, environmental, social, economical and legal.
The result of the studies and analysis conducted in the very first phase of technical and legal preparation was definition
of conditions that would enable the determination of operation strategy. The next step was to define wind zones.
In the last phase of the study there were selected 15 wind zones where was planned, after convenient and careful research, the installation of 2.720 air generators with the global power of the 1.695 MW.
RENEWABLE ENERGIES
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2.E01 - Special Plans Redaction for the aeolian areas 1,2,3,4,5,6,7,8,9,10,11,12,14 and 15
belonging to theWind Energy Plan of the Valencian Community.
Cliente:
Divers
2001
In the tender’s process for the allocation of different Aeolian areas, many companies have collaborated in the drafting of
urban documents (Special Plans) that accompanied the Preliminary Project Implementation of wind turbines.
These special plans such as planning documents establish urban planning restrictions to install wind turbines. These
planning documents made during the Wind Energy Plan, organized the use of areas to which they refer, and allow the
production of wind power and its distribution within the limits set by each municipality
Special Plans were made for the areas 1,2,3,4,5,6,7,8,9,10,11,12,14 and 15 all belonging to the Wind Energy Plan of
the Valencian Community.
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Urban Planning and
Construction
3.A09 - Collaboration in the Design of the Urban Mobility Program Projects in Natal City on
Rio Grande Norte River. Brazil.
Client:
Prefeitura Municipal do Natal. Rio Grande do Norte. Brasil
Works budget:
8.349.530,68 €
Year of execution:
2011
Project Description:
One of the main legacies from the World Cup 2014 will be the urban mobility systems improvement, for the hosting
cities of the event. As part of the investments in this area, we can cite the transport policy coordination promotion, traffic
and accessibility to facilitate wide and democratic access to urban space, in a safely and sustainable way. Projects
prioritize the implementation and improvement of the public transport systems and non-motorized transports - those for
pedestrians and cyclists - as well as the coordination among different modes of transport, with the constant concern to
understand the concept of accessibility universal, ensuring the mobility of the elderly and disabled people.
The planned interventions aim to establish a central axis, with an important accessibility and mobility, to communicate
the North Zone (in expansion), near the future airport of São Gonçalo do Amarante, with the central areas of the city,
where the main economic activity is centralized.
RESIDENTIAL
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Urban Planning and
Construction
3.A08 - Preliminary Projects SPA Resort & Apartments, Sapareva Banya, Bulgaria.
Client:
DENIA GROUP
Works Budget:
40.000.000,00 €
Year of execution:
2008-2009
Banya Sapareva Township is located in the foothills of the Rila Mountains, in south western Bulgaria, 150 km away
from by road the capital Sofia. Since 1992, the area was a national park and has many attractions such as ski resorts,
hot springs, mountain activities, etc.
The promoter DENIA GRUP, promotes residential and hotel complex, called Thermi, on an area of 120,000 m2. Consulting engagements begin with the processing of the partial plan, modifying the use of developable agricultural soil.
The complex surfaces are projected on 8 blocks of 5,000 to 35,000 m2 and a total floor area of 174,000 m2. Were projected all complex network, roads and pavements and all services within the development, water, sanitation, electricity,
gas, street lighting, landscaping, etc.
Inside the complex, was designed architecturally, at preliminary level, all buildings, including: houses, a shopping center and two hotels, one convention center and a mineral water SPA.
RESIDENTIAL
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Urban Planning and
Construction
3.A07 - Development Project of the Execution Unit EU CASC 8,
in Riba-roja de Turia.
Client:
FADESA
Works budget:
1.989.128,53 €
Year of execution:
2012
The Construction Project interventions for the Execution of the unit EU CASC 8 are located in the municipality of Ribaroja de Turia. The complex is next to the Valencia Metro Line 5.
The extension, defined in the General Plan of Riba-roja de Turia, covers 16,514 m2.
186 houses and three roads are concerned, as well as a public green area with a surface of 4,622 m2 and 101 isolated
units trees in roads.
As part of the development works of the CASC EU Execution Unit 8, it has been designed:
• Storm water Network.
• Wastewater Network.
• Network of drinking water and fire.
• Irrigation network.
• Electrical power system.
• Public lighting network.
• Phone network, TV and telecommunications.
• Gas network.
RESIDENTIAL
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Urban Planning and
Construction
3.A06 - Urbanization and Reparation Projects of the Units 14 and 15 of Navalmoral de la
Mata (Cáceres).
Client:
González Peraleda, S.A.
Works budget:
4.518.642,88 €
Year of execution:
2006 - 2008
The object of the present contract was the definition of the zoning and the urbanization for the interventions in the Units
UA 14 and 15 of the General Urban Plan of Navalmoral de la Mata.
The UA-14 Unit has an approximate surface of 37.182 m2 where 325 houses are located.
The UA-15 Unit has an approximate surface of 56.315 m2 where 480 houses are located
The project includes the definition of the various facilities and service networks, typical for an urbanization, such as a
network of storm water and wastewater, drinking water supply, irrigation and fire power grid, network public lighting,
telephone and telecommunication network and gas network, which will have connection with the different plots that are
part of the urbanization.
RESIDENTIAL
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102
Urban Planning and
Construction
3.A05 - Urbanization Project of the sectors 27-SU-R and 84-UE-R, in Castellón
Client:
Generalitat Valenciana / I.V.V.S.A. (Instituto Valenciano de Vivienda)
Works budget:
45.037.049,00 €
Year of execution:
2004 - 2007
The urbanization project of the area in Castellón city, named zone 27-SU-RZ with a surface of 665.186,29 m2, situated
in the north-west part of the city between expressway and the Seco river, close to Jaume I University and Borriol road
that borders with driveway system leading to the surrounding gardens.
The area’s green zones are of high importance. The green zone’s total surface is 126.122m2, of which 39.896 m2 correspond to the city park, 16.242 m2 aren’t included in the study, and the following 69.984 m2 correspond to the local green
areas.
The road network and pedestrian paths are 7.300 m2 long in straight line and occupy the surface of over 205.000 m2.
Other plots are destined to facilities, services, residential buildings, one-family houses and apartment houses and they
occupy the surface of 360.000 m2.
The number of apartments is 4.460, of which 2.550 are social apartments.
RESIDENTIAL
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Urban Planning and
Construction
3.A04 - Preliminary Master Plan “Laguna Bavaro”. Punta – Cana. Dominican Republic.
Everglade Eco Resort.
Client:
Everglade Eco Resort
Works budget:
199.504.183,20 €
Year of execution:
2005 - 2006
The aim of the present work is to define the preliminary Master Plan for the execution of hotel and residential complex
in the area of Bávaro Lagune in Punta Cana, Dominican Republic.
The area concerned consists of a number of plots located in two big sectors. The first one is in the west of Laguna Bavaro, adjacent to the beach from the north. The second sector is situated in the stripe between east side of the lagoon
and the beach. Both sectors are connected with a narrow coast stripe that forms a cape in the west that separates the
east side of open coast from the small gulf with a smooth tract. Other plots are located in one side of the lagoon in the
surrounding landscape reserve.
The total surface of the sector occupies over 5 millions square meters. The Preliminary Master Plan includes the following residential and entertainment use:
-
Resort Hotel: three plots destined for three hotels with 500 rooms each one, together with the corresponding
services.
-
Beach houses, in plots of 1.500 m2 each one.
-
18 holes Golf Course and Club House, training field and putting green.
-
Apartments adjacent to the golf course.
-
Beach Club, commercial and entertainment zone.
RESIDENTIAL
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Urban Planning and
Construction
3.A03 - Urbanization Preliminary Project P. A. I. Mundo Ilusión-Golf,
Cabanes-Oropesa, Castellion
Client:
Mundo Ilusión Costa Azahar S.A.
Works budget:
270.083.076,10 €
Year of execution:
2005
This preliminary project defines the necessary infrastructures to develop a settlement in the municipalities of Oropesa
de Cabanes and Castellón. The preliminary project not only defines the needs of the residential interiors, urban parameter, land use and surfaces, but also the technical condition of all aspects, also, is designed and evaluated the
budget of all facilities.
The total area of the performance is over 15 million square meters. The urbanization is developed on residential plots
(> 4,000,000 m2, 18,625 homes), hotel plots (> 2,100,000 m2, 4 hotels), golf course (> 2,300,000 m2, 3 golf courses
with 18 holes), a theme park (762,000 m2), plots of equipment (830,000 m2) and roads, parks, gardens, etc.
The following units were defined :
- Basic infrastructure interiors: Networks, Water Supply, Irrigation and Fire Fighting Water, Sewage and Storm
water, Low and Medium Voltage, High Voltage Electrical Substation, Public Lighting, Telephony, Natural Gas, Wastewater Treatment Station, Reverse Osmosis Treatment Plant, Vials, Sidewalks, Landscaping.
- External infrastructure: road access from the N-340 national road, water supply to IDAM (Reverse Osmosis),
electrical supply from 132 kV network of Iberdrola, natural gas supply from high pressure crimping network.
RESIDENTIAL
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Urban Planning and
Construction
3.A02 - Project, Management, Control and Supervision of the Works: “Town Planning of
Olympic Area of the Hebrón Valley (Barcelona)”.
Client:
Holding Olímpico S.A. / Ayuntamiento de Barcelona, COOB'92
Works budget:
48.000.000,00 €
Year of execution:
1989 - 1993
Among the works realized for the projects, we can underline 8 km of roads that connect ring roads with urban zones,
through urbanization of the complex road net with 3 and 4 lanes, with roundabouts of huge diameter, together with light
signaling and specific system of lighting. Complex engineering works and drainage networks. In particular is worth mentioning the construction of two metro stations (Montbau and Vall d´Hebrón), 2.000.000 m³ of mobile terrains.
In this project and the subsequent construction, new urban materials were tested, such as pavements, urban signalization elements, lighting systems, by-passes, canalization, service centers etc. All this in the context of a unique design of
the entire area, which has made us deserving of the prizes AUTOCAD 1992 and F.A.D. 1993.
RESIDENTIAL
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106
Urban Planning and
Construction
3.A01 - Construction of residential district in Olympic Area in Barcelone - Villa Olímpica
(Valle Hebrón)
Client:
Holding Olímpico S.A. / Ayuntamiento de Barcelona, COOB´92
Works budget:
Year of execution:
1989 - 1993
Inside the Olympic area of Valley Hebrón, realized on the occasion of the Olympics of Barcelona ' 92 carried out the
works of some of the singular buildings, as the Municipal Tennis Court, of the architect Tonet Sunyer, service building
equipped with 17 tennis courts, Firing Range Building designed by architects Enric Miralles and Carme Pinós, constructed especially to enlarge the number of public coming, and Municipal Ball Centre by architect Jordi Garcés, with a
total surface of 9.425 m² ready to receive 2.900 spectators.
RESIDENTIAL
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Urban Planning and
Construction
3.B02 - Urbanization Project and Urban Planning of the industrial area “Parc Sagunt I”.
Client:
Parque Empresarial de Sagunto, S.L.
Works budget:
105.128.011,12 €
Year of execution:
2002 - 2004
This project develops the study of the first phase of the industrial park Parc Sagunto, called Sagunto I, located in the
town of Sagunto. This project develops the urbanization of 3 million square meters, which correspond to the interior
vials of the industrial park and to the accesses of the same one, beside providing to the polygon (zone) of the infrastructures and necessary facilities. The work is completed by the project of construction of unfolding of the highway CV-309
of access to the polygon.
Industrial Park “Parc Sagunt” is located next to the protected natural area “Marjal dels Moros”, therefore the environmental factor has been of major importance in this project. The threat of underground water pollution was solved by
establishing a capture network for rain and wastewater which is being transported to a waste treatment plant. Also it is
designed a system that retrieves rainwater free of pollution load, and target it to rafts located next to a slope that forms
a belt of trees that works as green filter.
INDUSTRIAL
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Urban Planning and
Construction
3.B01 - Project and Construction of the Industrial Building for the powder paint factory in
Beniparrell. Nabersa.
Client:
Naber S.A.
Works budget:
820.000,00 €
Year of execution:
2000 - 2001
The project consisted of design of the industrial building for the powder paint production and an adjoining office and
laboratory building. The ship was designed by a foundation of reinforced concrete footings and structure with precast
concrete elements. 3 types of concrete bed were designed, depending on its use. A concrete bed made of self levelling
concrete screed with the upper layer made of silica, basalt and crystallized aluminium oxide for the warehouse and logistics area, an antistatic and abrasion resistant concrete bed for the machinery area and a concrete bed with epoxy
resin layer for the production area.
The materials used for finishing are concrete blocks and trapezoidal aluminium sheet with mineral wool for thermal insulation. The solution applied for the adjoining building was a reinforced concrete frame executed “in situ” and one way
slab system. The important part is building's siding made of Alucobond lacquered flat aluminium sheets. The industrial
building has an area of 4.000 m² and an adjoining building – 900 m². Apart from the described works, medium and low
voltage installations were designed, together with lighting, ventilation, powder cleaning and freezing installations for
injection moulders and urbanization of the whole plot.
The planned construction and installations have been executed in cooperation with a company partner.
INDUSTRIAL
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Urban Planning and
Construction
3.C02 - Assistance for Construction Management of the restoration and adaptation of the
Building No. 7 of Valencia North Train Station for administrative use.
Client:
Works budget:
806.067,26 €
Year of execution:
2007-2009
The restoration of the building number 7, in Valencia-North Train Station, was commissioned by the Transport General
Direction of the Generalitat Valenciana, with the aim to restore and adapt it for an administrative use.
The starting point of the project was the respect of the architectural features of the building, because it is a historical
building, protected by the Catalogue of the PGOU of Valencia.
EQUIPMENT
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Urban Planning and
Construction
Therefore, the interventions, regarding architectural container restoration, were composed by two types of actions:
a) The replacement and restoration of all damaged parts.
b) The elimination of all added improper that were distorting the original architecture, such as sheds and stands superimposed on the east facade, rolling shutters, false ceilings, partitions and interior buildings that trumped unitary image
of the building.
The new element raised to solve the functional program was a mezzanine that places inside the building, a platform
separated from the walls of factory which composed the building. The mezzanine is connected to the ground floor by
metallic light stairs, and is supported by metallic girders. The only closed element of it is a prism that integrates the elevator and a place for air conditioning machinery. This prism is treated as an element of furniture, which does not come
up to the ceiling.
The mezzanine floor as an office function. The different workspaces (secretary, office area and meetings rooms) are
separated from each other with screens that do not reach the ceiling or with own furniture. This diaphanous floor plan is
open on the ground floor with a balcony.
The materials chosen for railings, floors, wall coverings, lighting, etc.., tried to maintain in the new use a certain industrial aspect, coherent with the original character of the building.
EQUIPMENT
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Urban Planning and
Construction
3.C01 - Facilities Project of South Forum, Valencia Fair , Paterna, Valencia.
Client:
Féria de Valencia
Works budget:
1.730.219,00 €
Year of execution:
2001
The South Building Forum is part of the Valencia Fair. The lower floors of the building are destined to the tram terminus
for the access to the fairgrounds.
The building's structure is conventional, reinforced concrete, and its main singularity is the great spatial metallic cover
with form of snail or 'nautilus' that covers the central atrium of the building.
This cover represents a total evolution of the system used in the vault cover of the Valencia Fair.
The scope of the work contracted were all facilities project of medium voltage transformer station 800 kVA, 355 kVA
generator, low voltage, lighting, fire protection, HVAC and home automation. From the control standpoint, the building is
designed as an intelligent building with a SCADA system with control of all facilities.
EQUIPMENT
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Urban Planning and
Construction
3.D02 - Territorial action plan of the Axis of Vinalopó.
Client:
Generalitat Valenciana / Consellería de Territorio y Vivienda
Works budget:
Year of execution:
2003
The Valencia Regional Government, housing and land management division, promotes the document “Land planning
project for “Vinalopó” basin” aiming to establish planning directives for this area of the Valencian Region using political
instruments above municipal scope to create global criteria for optimization of the existing instruments and consequently upgrade variables dealing with environmental protection, social and economical issues.
The main sources used for this planning are the direct area exploration, contact with concerned municipalities and different sector entities, urban planning documents of concerned municipalities, studies, statistic data bases and different
land oriented projects. Thus, with this information sources and the collaboration of all concerned entities, it was possible to define a land model definition within the pursued objective previously mentioned.
Once the land planning model for this area, with its problems, opportunities, and objectives was achieved, a future land
model is described to accomplish a global area with more competitiveness and greater development possibilities.
PLANIFICATION
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Urban Planning and
Construction
3.D01 - Integration Documents for transport infrastructures, energy and telecommunications in the stratigical territorial area of influence of Valencia
Client:
Agua, Urbanismo y Vivienda
Works budget:
Year of execution:
2009-2010
In the development of the Valencian Territorial Strategy document, elaborated by the Local Environment, Water, Urbanism and Housing Administration, IVICSA was in charge of the elaboration of a study which proposed the establishment
of infrastructures corridors along the whole territory of the Valencian community.
During the initial phase of work the collection of updated information on existing and planned infrastructure of each of
the authorities and competent institutions or companies was required.
The work also involved the incorporation into a GIS the information obtained from infrastructure, completing the databases with the characteristics of these infrastructures.
Another phase of the work was to establish a territorial classification based on environmental values of the area and its
compatibility with host infrastructure. This process provided a classification map of the territory related to its compatibility in hosting infrastructure corridors.
Later on, the obtained information from the classification territory map were cross-checked with the information from the
current infrastructures network in a way to obtain sufficient data for new corridors propositions.
With this information, a final map was obtained proposing infrastructure corridors compatible with the environmental
values of territory that was incorporated as “Target 20” in the Territorial Strategy Document of the Valencian Community.
PLANIFICATION
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IVICSA 2014
Theme Parks
4.A04 - Lighting and Pedestrian Way Project in the City of the Light, Alicante
Client:
Generalitat Valenciana / S.P.T.A. (Sociedad Parque Temático de Alicante)
Works budget:
6.348.174,94 €
Year of execution:
2002 – 2004
The present project concerned the realisation of the pedestrian way, including the electrical installation in B.T. destined
for public illumination system, roundabouts and sidewalks of the City of Light, promoted by SPTA “Sociedad Parque
Temático de Alicante”, in the south of the Sierra de Colmenares, Alicante.
In total, more than 5 kilometres of path were projected including steeled, gardens, rails bicycle, with sections of 12 and
55 meters wide. For the realisation of the sidewalks was used rectangular cobble of 20x10 cm using a combination of
three colours for the pattern formation of waves in the sea.
The lighting in all path was solved by installing 8º inclined columns into the driveway, lacquered blank and with Aramis
and Image model luminaries. Were projected lighting dashboards with centralized stabilizing abatement equipment and
centralized regulation.
In the realisation of roads and pavements all facilities were included under urbanization as medium and low voltage,
potable water, natural gas, traffic lights, storm water drainage and fecal waters collection, telecommunications, etc.
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Theme Parks
4.03 - Technical assistance to the Property, Drafting Project and Construction Management
of Nature Theme Park "TERRA NATURA"
Client:
COLORTEX, S.A.
Works budget:
42.000.000,00 €
Year of execution:
2000 - 2003
Entertainment Centre TERRA NATURA is located in the town of Benidorm and is a part of bigger complex named
TERRA MÍTICA. The Centre is a type of park dedicated to nature and natural environment and presents various ecosystems of our planet as well as fauna and flora.
Works developed by the company i.v. Ingenieros Consultores consisted of execution of the Project, supervision of the
works concerning ground movements as well as planning structures and buildings for the centre. Excavation works
contained more than one million square meters and earthwork- the surface of 42 Ha.
After development of architectonical draft the company designed structures of the complex which later on have been
grouped and divided depending on subject on account of continents presented. Moreover, the buildings for personnel
responsible for the park maintenance were designed. Among wide range of designed buildings, the following ones especially attract attention: Ornithology Park, Pyramid, Lighthouse and Volcano. The remaining buildings were designed
for: restaurants, toilets, buildings for personnel and administration and animal shelters.
During the execution of the project was also taken into consideration the provision of the buildings with media: canalization system, potable water, electric energy, gas, lighting, telephone net, communications, megaphones, air conditioning,
filter installations, lightning-conductors.
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Theme Parks
4.A02 - Pilot Study, Entertainment centre - “Mundo Ilusión” (“The World of Illusion”)
Client:
Diputación Provincial de Castellón
Works budget:
150.000.000,00 €
Year of execution:
2000 - 2002
Entertainment centre “Mundo Ilusión”, is located in the region of Castellón city, Oropesa and Cabanes.
The company carried out technical, economic, location and design studies of the centre. The following aspects were
taken into consideration: on one hand, the execution of works according to the project and on the other hand the proper
execution of infrastructure with intention of appropriate exploitation of the construction. In addition, two golf-links, residencies and hotels of various types were built as to enrich the entertainment offer. The total surface of the Centre, including all buildings and green spaces is of 546 ha.
Centre is provided with the following media: water, electric energy, gas and communications.
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Theme Parks
4.A01 - Armillary sphere
Client:
Nou Campanar (Grupo Onofre Miguel, Lladró, etc)
Works budget:
Year of execution:
2000
The company carried out feasibility study of the monument designed by valencian sculptor Rafael Trenor and Road
Engineer José Antonio Fernández Ordoñez.
The feasibility study contains four main chapters: proposal of location, feasibility technical study, exploitation study and
economic viability.
Out of three studied proposals of placement, East zone (Harbor), South zone (Saler, Science City) and West zone
(Parque de Cabecera), the West zone turned out to be the most appropriate one, followed by East zone (Harbor) and
South zone, in this order.
Among all works executed, the study of feasibility summed up all earlier conducted studies of technical and structural
character. Project development was proposed for execution of the works. Taking into consideration diverse hypothesis
exploitation study was carried out. The works based on viability study and estimate were completed.
The document was finished together with execution of simulation plans of different views of monument from various
zones of Valencia city.
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IVICSA 2014
G.I.S.
5.A04 - Realisation of the “Geografic Information System for the Valencia Energical Infrastructures.“
Cliente:
Agence Valencienne de l’Énergie
2003
The company IVICSA completed the implementation of a Geographic Information System for the management of the
energy infrastructures of Valencia. This project started in 2003 with the creation of the first version of the GIS, called
Sigaven. The project aimed to structure, inventory and updating existing data, and at the same time, develop a modular
application to facilitate consultation, analysis and management of information referenced. There are currently three
versions of the GIS developed by the Energy Agency of Valencia (AVEN).
- It has been integrated data on the geographical location of energy infrastructure of Valencia available through AVEN.
- The work was done in the ArcView environment.
- Basic information are provided as ArcView compatible formats (dwg, shape, ArcInfo).
- The implementation of GIS has allowed the achievement of specific tools and maps for the representation of data.
- GIS is intended for use in a local network.
The maintenance process this application was made until 2012.
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G.I.S.
5.A03 - Redaction of the Valencia Community forest inventory.
Client:
Generalitat Valenciana / Consellería de Medio Ambiente, Agua,
Urbanismo y Vivienda
Works budget:
Year of execution:
1998 - 2000
This project develops the first edition of Mountain Information System in georeferential database 25.000 ( S.I.M.B.A.D.)
The completed, digital version consists of the cartographic map of Valencia Region in 1/25.000 scale with the possibility
of using „zoom” option and moving on the map with a cursor which makes possible viewing the whole surface of Valencia Region without any interruptions.
The accessible version contains information about around 600 mountains and enables access both to graphic and alphanumeric information. Each time the database gives information concerning the mountain searched, as well as
all others, more detailed information that a user needs.
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G.I.S.
5.A02 - Airport Facilities Inventory in Valencia Region
Cliente:
Conseil Général de Valence
2000
The present project was carried out in order to prepare the list of technical and administrative features of the existing
airport facilities in the Community of Valencia. This study, apart from being the inventory and information source for the
Public Works Council of the Community of Valencia, also serves as the reference list and the data base.
The inventory was elaborated in GIS Geographical Information System which allows easy access to all technical or
administrative information of the facilities listed through its range and collected data.
The basic cartography, being the reference for all the information gathered, is prepared in 1/50.000 scale. The GIS
software used in the project was a pack from ArcView in Spanish version 3.0a.
The study considers the following facilities: airports in general, private airports, temporary airports and heliports, aerodromes for ultra light vehicles. The information gathered in this study compiles administrative, geographic data, information about passengers, services, runways, light signalling and climatology.
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G.I.S.
5.A01 - Inventory and modeling of the Sewage System of the Valencia City
Ayuntamiento de Valencia
Client:
Works budget:
Year of execution:
1999 - 2000
The aim of the present project is preparation of the Geographic Information System comprising the sewer system in
Valencia city. The System is supposed to include a large both graphic and alphanumeric database which would contain
all the information related to the sewer’s hydraulic and construction features and also its functioning state. The process
of data collecting and entering the massive loads of information into the System has lasted 2 years and it resulted in
entering the information about 45.000 inspection chambers and 52.000 sewer grates which are part of 800 kilometers
long sewer system.
The works have been carried out in cooperation with the company NECSO S.A.
The process of entering the data has been divided into two stages:
Field work: topographic surveying of the inspection chambers, inspection and data collecting from the sewer
system
Office work: revising and arranging of the field collected data, entering the data into the System, areas determination, information control and errors correction.
The final result is a data base consisting of 3 areas: inspection chambers, sewer stretches and sewer grates, compilation of a general sewer table with the corresponding pictures and sketch of the sewer elements, prepared for all the city
districts.
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IVICSA-Dossier-English (Ultimo).pub

Transcription

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