The layout draft of a land organization for business center
Our design organization has developed working documentation of the layout scheme and the organization of a land plot for the construction of a Business Center.
Designing of land organisation
Development plan
Decisions on the organization of the site developed on the basis of Urban development plan of the land, approved by order of the Committee on Architecture and Urban Planning of the city of Moscow; Positive conclusion of the State Expertise on the capital construction object “Hotel and Business Complex with Polyclinic and Underground Parking” at the address: Moscow, Central Administrative District of Moscow; The plot area within the boundaries of the land allocation is 5,020 sq.m. The land plot is located within the boundaries of the strict regulation zone of building No. 001 and the zone of cultural layer protected by order No. 00 approved by the Moscow Government decree No. 545 of July 07, 1998 “On Approving Protection Areas of the Central Part of Moscow (within Kamer-Kollezhsky Val)”. The planning organization of the site was developed on a scale of 1: 500 on a copy of the engineering-topographical plan, carried out by the SUE “MOSGORGEOTREST”; Construction site is limited to: The nearest metro station is located 160 meters north of the site. In the designated area there are no buildings and structures to be demolished. On the site there are no communications to be dismantled and repacked. On the site there are no stored engineering communications. Currently, there is a foundation slab on the plot. The hotel complex is designed as a single architectural and town planning ensemble. All three volume blocks are functionally interconnected and form an inner courtyard. Adjustment of design decisions provides for construction of a hotel and business complex of variable number of floors (2-7-14) with an underground parking for 299 cars with the restoration of the facade walls of two demolished buildings at: and including them in the volume of the new building.
Removal of garbage
Due to the lack of space for collecting household waste, there is a rubbish chamber on the 1st floor with a direct access to the landing stage for the removal of garbage (room No. 1-55). Check-in on the ground parking, located in a designated area along the southern boundary of the site, is carried out from the street. . The entrance to the underground parking is organized from the street. ; departure - on the street. . The main entrances to the building are projected from the north and west facades of the building. A pedestrian approach to the open courtyard is organized from a reconstructed pedestrian pavement passing along. The scheme of transport and pedestrian maintenance of the building is solved in conjunction with the streets, providing external and internal transport and pedestrian communications. The building is provided with access to fire equipment. The organization of the relief of the site is made by the design of the contours of the section of the relief through 0.1m and solved in conjunction with the existing marks of asphalt pavement st. Malaya Pionerskaya, Bolshaya Pionerskaya, ul. Hitch, intra quarter drives and support building. The vertical layout of the site provides normal drainage of atmospheric water along the trays of projected passages into the water intake lattices of the designed storm sewage system with connection to the existing urban wastewater disposal system in accordance with the technical specifications of the State Unitary Enterprise “Mosvodostok”.
The existing elevations of the site are from 128.40 to 126.80. The projected elevations of the site range from 128.80 to 127.35. The relative mark of +0.000 of the projected building corresponds to the absolute mark on the ground of 128.80. A cross slope from the facades of the building is provided, which is 2%. Drainage from the courtyard is provided through a tray that goes around the perimeter of the courtyard and diverts storm water to Bolshaya Street. The longitudinal slopes of the driveways and sidewalks are taken in accordance with the existing longitudinal slopes of the adjacent streets and range from 0.56%. up to 8.61%. The transverse slope of the projected passage is 2%. The transverse profiles on the passage adopted odnoskatnym. Landscaping involves the installation of small architectural forms (benches, bins, containers for landscaping), the device elements of the lighting area. The road constructions are designed in accordance with the recommendations of the album SC 6101-2010 SUE “Mosinzhproekt.
Design documentation
On the southern side of the site, in the parking zone along the border of the site, it is planned to build a retaining concrete wall due to the elevation difference in the adjacent site. The driveways are designed with a coating of two-layer asphalt; The pedestrian pavement and blind area pavement was designed from concrete tiles, and the courtyard coverings were designed from granite tiles. Constructions of pavements intended for the passage of fire-fighting equipment are designed for an appropriate load. Gardening of the territory is carried out by the device of lawns and container gardening. Passages are separated from the sidewalk and lawn with concrete side stones BR 100.30.15 to a height of 15 cm, sidewalks are separated from the lawn lawn with concrete side stones BR 100.20.8 in the level of the mating surfaces. The width of the ways of movement, in accordance with SP 59.13330-2012 p. 4.1.7, is: the main (in two directions) - more than 2.0 m. The intersection of walkways is performed on the same level. The slopes of footpaths and sidewalks are (SP 59.13330-2012 p. 4.1.7): The height of the side stone at the intersection of sidewalks with the carriageway, as well as the height difference of the curbs, side stones along the lawns and green areas adjacent to the pedestrian paths, does not exceed 25 mm. Guest parking is provided. Main technical indicators of the land plot within the scope of design.