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  High-rise scheme area are developing solutions on the basis of the same materials that are used for production planning decisions the master plan. On the plan with sufficient detail should be included: the existing topography, street network and support buildings, existing buildings and communication engineering, architectural monuments of green spaces and so on. Among the specially conducted survey is the most important live-examination of the territory. In the process of making general policy decisions - a plan already in the initial direction of Scribe lines evaluated by contour plan of the existing slope, which is compared with a valid. The most useful when the existing slope on the planned route is in the range of acceptable values. Design of surface intersections are parallel with the development of profiles: mark the intersection of the axes of the streets, inclines approaches to the intersection with longitudinal profiles are transferred to plan for the intersection and after the design of its surface design contours, in turn, make the necessary corrections in the longitudinal and transverse sections of the streets. In some cases, the surface junction is solved in the design horizontals on the basis of grading schemes to draft a detailed plan, after which mark the surface of a planned transfer to the longitudinal profiles of the streets and is considered as fixed in laying the pipeline. In the vertical layout of intersections to ensure that the two main requirements: ease of traffic and pedestrians (smooth change of slope and keep them within acceptable limits) and creating the conditions for removal of water leaking on to the cross-street kiosks. Meeting these requirements is achieved by the following terms. 1. At the intersection of the transverse profile of varying significance within the main junction remains unchanged. The surface of the secondary streets interfaced with the main surface, for which its cross-section approaching the junction is converted from a gable to the lean-to with a cross slope equal to the longitudinal main street, that is, by coupling the tray main street. 2. At the intersection of two streets with a street value equal to less than the longitudinal slope is subject to its crossing profile or profiles of both streets are transformed into lean-corresponding to the slope of the site itself an intersection, that is, the surface common to both streets. 3. The street where the tram passes the canvas to be seen as a major, and from the surface should depend on the decision-rise adjacent sections of street. 4. It should be possible to avoid cross-unit water conducting tray crossing the main streets. 5. We can not allow the formation of closed areas at intersections, where the device does not provide a closed drain. Intersection of passing the hillside where two streets intersect with slopes directed through the center of one side, is one of the most common. In the main streets of unequal value retains its cross-section and within the same intersection. Horse of a minor street mates in the main tray, bottom axis of the beam is also interfaced to mark the point of its intersection with the line continuing the main tray. If in this situation, cross street of equal value, the surface intersection in the form of lean-to solve a plane inclined in the direction of maximum slope. High-rise decision roadway surface largely determines the decision surface of the pavement stripes. Indeed, since the known trays mark intersecting streets, enough to increase the height of border stones, get a mark on the border of paving lanes.