Construction of municipal road 180364P - Wiśniowa Street in Śmieszkowie

… side of the road outside the road. For km 0+000.0 of the planned section, the beginning of the intersection in Wiśniowa Street with Brzozowa Street (Dz.nr 111/14; X=5861004.72; Y=5606304.59). W-1; km 0+014,87, at this point the road axis breaks to the right under the delta = 5,8g. The further designed axis runs in straight lines, breaking down at the following points: W-2; km 0+162.55; delta = 1,0g; to the left; X=5861100.35; Y=5606435.96 W-3; km 0+342.00; delta = 1,5g; to the left; X=5861202.35; Y=5606583.62 W-4; km 0+498.64; to the right; Coordinate point: X=5861294.32; Y=5606710.41 At the above-mentioned points of refraction, due to the small angle values, the use of soothing arcs was abandoned. Refraction W-5 Refraction W-5, when combined with the descent according to the road renovation project No. 1346P Śmieszkowo-Prusinowo (no unambiguous additions) should be adjusted to its actual performance using a soothing arc, with a radius of R= 12.0m. The designed street has two intersections with other streets: in km 0+015.13 with Brzozowa Street (1) in km 0+393.28 with Brzozowa Street (2) The edges of the roadway at the above-mentioned intersections were eased with arches with a radius of r=6.0m. In order to ensure the minimum width of the road gauge for the planned section, at the access to the intersection with ul. Polna (km 0+590,0 ÷km 0+607.0), it was decided to build an existing fence on a concrete plinth (existing agreement between the owner of the fence and the Czarnków Commune). This will eliminate the slope in the road lane and thus ensure a minimum gauge width for the designed section. Location of the main points of the planned section of ul. Cherry is indicated by the coordinates described in the situational plan (sheet 1). The area of the road lane between the side of the road and the boundaries of the road lane will be made by its reclamation and profiling with sowing grass seeds. - longitudinal cross-section Frequent levelling of the roadway ul. Cherry has been adapted to the rows of existing land, adjoining property, significantly avoiding large earthworks and ensuring rainwater and meltwater runoff to the adjacent area. The designed section of the road level has five refractions: Z-1 km 0+235.0; R=2164,39m; concave Z-2 km 0+357.50; R=1644,81m; Convex Z-3 km 0+420.00; R=2180,57m; concave Z-4 km 0+480.00; R= 1065,44m; Convex Z-5 km, should be adjusted to the actual level of the planned exit of the road renovation project No. 1346P Śmieszkowo-Prusinowo (no level projection) and a vertical arc R ≥ 250m should be used. Longitudinal decreases range from i=-8.0% to i=3.67% - normal cross-section of ul. The road is designed with an asphalt concrete surface, a width of 4.5 m with a roof drop of 2% / 2%. Sides on both sides fortified with stone rocks, width 0.5m and drop 6% outside. Complaints with a maximum decrease of 1:1,5. Further terrain to the border of the road lane should be rehabilitated and profiled taking into account the above-mentioned decrease in slopes and sowing grass seeds. In accordance with the agreement between the Czarnków Commune and the owners of plots adjacent to the planned section of ul. Cherry, the exits will be made and financed by the above-mentioned owners, in the places indicated by them and uz