Objects

Project documents were developed for the following objects: Terminal A; water supply unit; runoff treatment facilities; water drainage wells and runoff inletsof the water drainage system; wells of the water supply and disposal networks.

Also, parts of project documents were developed with: electric power supply system (technological solutions); electric engineering section of runoff treatment facilities; water supply unit; electric power supply system of Terminal A; communication and control lines; fire and security alarm, video surveillance system, access control system of Terminal A (technological solutions); structural and construction solutions for electric power supply, transforming substation (TS);, illumination of the landside and roads.

The development of working documents started for the reconstruction of the runway and taxiways, RTFS and meteorological facilities,launch control stationand transformer substation; adjustment of seats for the radio beacon station; construction of cable wells of the main taxiway PK3, taxiway RD-4, RD-5 and water drainage wells.

Working documents were developed on: the washing and maintenance hangar; water supply and disposal facilities; heating networks.

The operational and technical status study of artificial pavements was carried out of the apron in Vnukovo Airport (Vnukovo-3 Sector). During the work an operational and technical status of artificial pavements of the apron and adjacent taxiway RD-15 was visually examined.

By results of the visual and instrumental study, actual strength parameters of cement concrete layers, depth of structural layers were determined, Pavement Classification Numbers for the apron and taxiway RD-15 were calculated, aircraft operating mode on the apron was estimated and Bearing Strength Statement for artificial pavements of the apron in Vnukovo-3 was done.

Reconstruction documents were done for reconstruction of the passenger apron and high speed taxiway; improvement of the landing system (RTFS and lighting facilities) to III category ICAO; construction of the waster treatments facility (pumping plant), special underground waste collector, drainage system and aircraft mooring facility.

Project documents were developed including: architectural and planning solutions for the terminal (1^st stage); engineering utilities including water supply and disposal systems, heating, ventilation and air conditioning, heat supply network and structures; handling of passengers and luggage.

The terminal meets the up-to date passenger and luggage service requirements. The project provides for the translucent constructions with energy-efficient glass units, metal seam roofing, chiller-fancoil air conditioning systems, split air conditioning systems.

When implemented, were done for some construction stages. During the implementation, they decided to replace building materials had been provided in the project documents. For example, soil reinforcement materials, imported cable protecting pipes were replaced with domestic ones. All replacements did not affect on the operational safety while maintaining performance.

The key facilities list of the working documentation: the control tower (technological solution); RTFS facilities; meteorological equipment for the existing Runway 2; deicing pad, water supply and disposal systems, etc.

Working documentation was don with: communication and control lines, replacement of communication lines, apron video surveillance system; central and left aprons, taxiway RD-N1, embedded parts, lighting facilities cable duct system; electric power supply, left apron and taxiway RD-N1 (preparation work); ground bed, grading, artificial pavements; construction management project, etc.

The 2^nd stage of Pavements Condition Monitoring for Runway 2 was carried out in Domodedovo Airport. Visual examination and estimation of the operational and technical status of the pavements were carried out, type and volume of repair work to maintain Runway 2 pavements.

Along with the visual examination, a ground penetrating radar study of Runway 2 bed was conducted. Also, for the first time of the operation of Runway 2 seismic survey was to determine the actual position of ground waters.

The work conducted on Runway 2 in Domodedovo Airport is an example of technological innovations the aerodrome pavements management based on the technique developed by Aeroproject and application of new techniques of instrumental examination.

Instrumental Examination of the apron of Izhevsk Aerodrome was carried out to obtain actual data for the artificial pavements. A bearing capacity of the apron (hard standing and taxiway) was calculated, and proposals on optimal operation mode of aircrafts on the apron pavements were given.

Working documents were developed with: the fire piping plant; water supply unit; runoff waste treatment facilities and water supply wells; technological solutions for the RTFS areas; remote equipment for the control tower; RTFS security equipment, etc.

Also, project documents were prepared with: communication, alarm and control lines; technical security equipment, fire and security alarm; electric power supply system, transformer substation; intra-site networks; electric power supply – fuel and lubricant storage, etc.

Runway Eviness Inspection was carried out in the aerodromes of Kemerovo and Spichenkovo (Novokuznetsk). When inspected, Inspection Acts were issued. No defects were detected on the artificial pavements of Kemerovo Aerodrome. In the case of Spechenkovo Aerodrome (Novokuznetsk) it was noted than the aerodrome artificial pavements needed to be overhauled.

Project documents were developed for the following objects: the air terminal; checkpoint and security posts; administrative and amenity building for the special vehicles service and aerodrome service; closed parking for special vehicles; administrative and amenity building for the fuel and lubricant service and deicing service; main emergency rescue station and training tower; water drainage system; deicing fluid sewage facilities; aircraft apron handling; aircraft mooring; fuel and lubricant storage and firewater tanks; fuel filling complex; automatic utilities, etc.

The terminal was designed as a two-storeyed rectangular volume with two colour operation room. The project provided service of passengers with reduced mobility.

Project documents were updated with separation of the construction stages. Working documents for the eastern apron and taxiway RD-11 were developed. Project documents were corrected for the second time with the work separation for the central apron and taxiway RD-2. The project provided for partial dismantling and cutting of asphalt concrete on the central apron.

Working documents consist of the core objects: water drainage system; mooring; aircraft maintenance; communication and control lines; lighting facilities and electric power supply; security equipment of RTFS objects; control tower (technological solution); meteorological equipment (technological solutions), etc.

The development of working documents started. The project involved complete dismantling of the existing Runway 1, parts of the apron, and implementation of new pavements. The project determined pavements of high-strength concrete with an enhanced thickness – up to 45 cm on the stable bed of crushed stone.

The core objects list: the main emergency rescue station and water drainage system.

The following works were completed: document maintenance in Glavgosexpetiza; document update according to the obsevations. As a result, Glavgosexpertiza’s positive conclusion was obtained.

Aerodrome Bird Hazard Defence Measures were developed for the airports of the Kamchatka Krai (Ozernaya, Tigil, Ust-Kamchatsk, Ust-Khayryuzovo).

These were carried out at the 1^st design stage: aircraft traffic density forecast up to 2035; aerodrome development master plan with key solutions for topography arrangement and water disposal from the maneuvering area; feasibility study; heating accounting of buildings and structures of the airport.

At the second stage the runway pavements were examined, engineering survey was implemented, development of project documents started.

Buildings and structures under reconstruction in the airport were examined too.

The project includes reinforcement of the runway with asphalt concrete with preliminary removing the existing layers by cutting.

Forecasts of passenger and cargo transportation, structure and density of aircraft traffic were carried out.

It was accomplished the followes: document maintenance in Glavgosexpertiza, document update according to the observations of Glavgosexpertiza, adjustment and follow-up update of the project in accordance with changes made by Customer in the technical task.

The documentation for Nurba and Olyekminsk Airports underwent the state expertizes.