The Subject Of The Order Is Construction Work Consisting In The Construction Of The Municipal Road 180364P, Wiśniowa Street In Śmieszków, On Plots With Registration Numbers 111/3; 111/14; 127/17; 127/19; 129/3; 129/5; 129/6; 154/8 Commune Czarnków Precinct 0022, Śmieszkowo. The Road Reconstruction Should Be Carried Out In Accordance With The Technical Design Developed For The Construction Of The Municipal Road 180364P, Wiśniowa Street In Śmieszków. 4. Designed Land Developmentwiśniowa Street Was Adopted As A Category D Access Road With A Pedestrian Function And Traffic Category Kr-1. Drainage From Rainwater And Meltwater - Surface, To The Adjacent Area. - Site And Height Plan. Roadway. The Roadway Is Designed For Class D With Pedestrian And Driving Functions, 4.50 M Wide, Asphalt Concrete Surface With Strengthened Shoulders With Crushed Stone, 0.5 M Wide. The Slope Of The Road Is 2%/2% And The Slope Of The Road Is 6% Outside The Road. At Km 0+000.0 Of The Designed Section, The Beginning Of The Intersection At Wiśniowa Street And Brzozowa Street (Division No. 111/14; X = 5861004.72; Y = 5606304.59) Was Assumed. W-1; Km 0+014.87, At This Point The Road Axis Bends To The Right At An Angle Delta = 5.8G. Next, The Designed Axis Runs In Straight Lines, Breaking At The Points: W-2; Km 0+162.55; Delta= 1.0G; To The Left; X=5861100.35; Y=5606435.96W-3; Km 0+342.00; Delta = 1.5G; To The Left; X=5861202.35; Y=5606583.62W-4; Km 0+498.64; To The Right; Point With Coordinates: X=5861294.32; Y=5606710.41 At The Above-Mentioned Bend Points, Due To The Small Angle Values, The Use Of Mitigating Arcs Was Abandoned. W-5 Bend W-5 Bend, At The Connection With The Exit Acc. The Project For The Renovation Of Road No. 1346P Śmieszkowo-Prusinowo (No Clear Measurements) Should Be Adapted To Its Actual Implementation Using A Mitigating Curve With A Radius Of R = 12.0 M. The Designed Street Has Two Intersections With Other Streets: At Km 0+015.13 With Brzozowa Street (1) At Km 0+393.28 With Brzozowa Street (2). The Edges Of The Road At The Above-Mentioned Intersections Have Been Softened With Arcs With A Radius Of R = 6.0 M. In Order To Ensure The Minimum Width Of The Road Gauge For The Designed Section, At The Approach To The Intersection With Ul. Polna (Km 0+590.0 ÷Km 0+607.0), It Was Decided To Build The Existing Fence On A Concrete Base (Existing Agreement Between The Owner Of The Fence And The Czarnków Commune). This Will Allow For The Elimination Of The Slope In The Road Right-Of-Way And, Consequently, Ensuring The Minimum Gauge Width For The Designed Section. Location Of The Main Points Of The Designed Section Of The Street. Wiśniowa Was Indicated Using The Coordinates Described On The Site Plan (Sheet No. 1). The Area Of The Road Between The Roadside And The Boundaries Of The Road Will Be Made Through Recultivation And Profiling With Grass Seeds. - Longitudinal Section. Elevation Of The Streets Road Grades. Wiśniowa Was Adapted To The Elevations Of The Existing Ter
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