Road and improvement management kindly provided TOS "Patrole-Sochi" project documentation "Building a street-road network in the" Patrole "minister 1, developed by LLC PSK Perspective for the order of Vladivostok administration.
On 63 page articles described technological and constructive solutions not only roads, as well as water disposal systems, including the reconstruction of its existing elements, electric lighting and reconstruction of power supply networks, the project of the organization of the vein movement and estimates. It should be noted that the designers made a separate focus on the features of powerful typhoons in Vladivostok.
- Category of designed roads - Streets in the residential building area.
- The estimated speed is 40 km / h.
- The accepted width of the streets is 16 meters, of which the roadway is 7.0 - 10.5 meters.
- Motion strip width - 3.5 m, number of strips - 2;
- The width of the sidewalk is 2.0 m.
- The width of the separation strip between the carriageway and the pavement is 0-2.0 m.
The calculated area of the elements of the projected areas is in thousand M2:
Plot and length road road Sidewalks lawns Arkhangelskaya - 905 m 8.6 3.7 3 Sochi 1 - 568 m 4.8 2.3 1.9 Sochiskaya 2 - 266 m 2.2 1 0.9 North Morskaya - 295 m 1, 9 1.2 1 Novorossiyskaya - 291 m 2.8 0.8 0.9 Subsidiary to kindergarten №1 - 370 m 2.5 0.7 1.6Designers are written that according to the demographic situation in the area there is a stay of 4500 inhabitants - in this place they certainly did not take into account the future development. But in the end, their project adopted the number of cars, equal to 60% of the population, which corresponds to the intensity of motion - 2,700 cars / day (or 225 cars per hour).
Thickness of layers of the so-called. Roadwear: The underlying layer - 0.5 m; The base is 0.27 m; The first coating layer is 0.07 m; The second coating layer is 0.05 m. The project is provided by the "Livnevka" of a closed type, consisting of rainy wells and underground pipelines. In areas with a bounce transverse profile, rainy wells are installed on both sides of the road with a special pocket device. Wells adopted according to the model project 902-09-46.88 with a diameter of 1000 mm. The full depth of the wells is 1180 mm, the dB2 grade lattice (B125) is provided for taking the flow (B125).
The project also provides for the use of geogrid to increase the bearing capacity. The geogrose is placed on top of geotextile between the underlying layer and the base of rubble. The device of the leveling layer is provided from the local man-made
Soil. The underlying layer is arranged from the sand of the middle size. The base is crushed the light-fitting fraction 40-80 (80-120). The device of the first layer is provided from
Coarse hot porous asphalt brand 2 on a brand bitumen
BND 90/130. Second layer - rubberous-mastic asphalt concrete with
Grain size up to 10 mm (Šma-10).
As explained in the management of roads, the project provides for a device 6 bus stops: 4 on ul. Arkhangelsk and 2 on ul. Novorossiysk. Bus stops are performed in special "pockets" along the roadway, 3.75 meters wide. Stopping sites and distilts taken from 13.0-15.0 meters long.
Before (along the movement), each bus stop provides an unregulated pedestrian transition marked with horizontal road markings 1.14.1 4 meter width and road signs 5.19.1 on both sides of the transition. In some parts of the roads there is a fence to ensure the safety of techniques and pedestrians.
When the purchase is declared and the construction will begin until no one is ready to say, but you can monitor the auctions on a special site and we will do it regularly. At the same time, it is noted that due to the continuation of the intensive construction site in the area, new roads will soon need to be repaired and reconstructed, although the project is asked for 12 years.