Bus station construction project

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bus station project

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Price $1,100.00
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Price $1,100.00
Index: 18072300
Data Sheet: Project documentation including estimates and results of engineering surveys
Sections: all sections
Data volume: 874 MB
File Format: * .pdf
Project documentation including estimates and results of engineering surveys for the construction of a bus station
Technical and economic indicators
Bus station building
Total area, m2: 411,7
including:
1st floor, m2: 362,8
Building area, m2: 450,0
Construction volume, m3: 2680,0
including m3
above el. 0.000, m3: 2510,0
below el. 0,000, m3: 170,0
Number of floors: 1-2
Floors of the building, fl.: 1
PPC
Total area, m2: 32,8
Building area, m2: 48,2
Construction volume, m3: 187,0
Floors in Building: 1
Box for technical inspection of buses
Total area, m2: 215,1
Building area, m2: 257,2
Construction volume, m3: 1690,0
Floors in Building: 1
Overpass for vehicle inspection
Building area, m2: 101,1

General information.

The building of the bus station is designed as a one-story building with a basement. In the basement floor of the building are designed: ITP room, water meter, switchboard. The composition of the premises of the 1st floor of the administrative building includes: waiting room for 75 seats; buffet, mother and baby room sanitary facilities, cash desks, premises for the personnel of security organizations, chief's office, medical office, driver's rest room control room, ventilation chamber, custodial closet. The building of the bus station is designed with II degree of fire resistance and class of constructive fire hazard C0. Functional fire hazard class of the building F 3.3 (stations). The boxing building is one-story. Degree of fire resistance - II. Constructive fire hazard class - C0. Functional fire hazard class - F 5.2. The checkpoint building is one-story. Degree of fire resistance - II. Constructive fire hazard class - C0. Functional fire hazard class - F 4.3. The open overpass is intended for inspection of buses under a load of no more than 30 tons without repair, oil and fuel draining on it. The overpass was adopted according to the techno-working project 503-279 in the version of monolithic reinforced concrete beams on monolithic reinforced concrete racks (type III) - dead end. On the sides of the observation deck, metal platforms are designed.

Authorization