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The Subject Of The Order Includes The Construction Of Municipal Road No. 104827B Brzozówka Strzelecka - Przesławka On Plots Within The Brzozówka Ziemiańska Geod. 115, 108/1, 109/1, 110/7, 110/9, 110/11, 114/1, 116/1, 117/1, 118/1, 119/1, 120/1, 122/1, 123/1, 124/3 And On The Plots Of The Adjacent District Road No. 1426B (111/2, 124/2, 125) Temporarily Occupied For The Construction Of An Intersection With Municipal Road No. 104827B, In The Scope Of Construction Of Road Surfaces, Roadsides, Exits, Construction Of A Rainwater Drainage Network With Sewers To Road Inlets And Absorption Wells, And Construction Of Roadside Ditches Along With The Construction Of Culverts Under Exits Along Their Route, Demolition Fences, Tree Cutting. The Length Of The Road Within The Study Limits Is 884.55 M. The Investment Will Run Along The Existing Road, Expanded To The Minimum Necessary By Areas Adjacent To The Existing Road. A 5.0 M Wide Road Road Should Be Built Of Asphalt Concrete And 0.75 M Wide Dirt Shoulders On Both Sides. Exits Should Be Made Of Asphalt Concrete, 5.0 M Wide With 0.75 M Wide Shoulders. The Longitudinal Cross-Section Of The Exits Should Be Adapted To The Existing Elevations And Shaped In Accordance With The Road Crown. From Km 0+000 To 0+140, The Road Should Be Sloped On One Side, And A 15/22 Cm Concrete Inrun Curb Should Be Placed Along The Right Edge To Drain Rainwater Into The Street Gullies. Further Along The Road, The Cross-Section Of The Road Becomes A Roof Cross-Section. In Order To Properly Drain The Road Surface And Shoulders, Make Roadside Ditches That Will Serve As Retention And Cleaning Functions, With A Total Length Of 1,418 M, Trapezoidal Shape, Depth From 0.4-1.14 M, Bottom Width From 0.4 To 0.6 M And Slope Inclination Of 1:1.5. The Ditches Should Be Sown With Dense, High-Mown Grass On A Layer Of Humus. In The Roadside Ditches, At The Location Of The Exits, Make Culverts From Hdpe Pipes With A Diameter Of 0.4 M On An Aggregate Bench With A Thickness Of 20 Cm With A Total Length Of Approx. 132.5 M According To The Diagram Shown In The Normal Sections And Construction Details. The Inlets And Outlets Of The Culverts Should Be Reinforced With Paving Stones On A Sand-Cement Ballast With A Thickness Of 5 Cm. Before Connecting It To The District Road No. 1426B, Create A Rainwater Drainage Network To Drain Rainwater From The Section Of Municipal Road No. 104827B, Where It Is Not Possible To Build Roadside Ditches. The Total Length Of The Rainwater Sewer Made Of Solid Homogeneous Pvc Pipes Sn 8 With A Diameter Of D 315 Mm Is L = 114.5 M. Make 3 Rainwater Sewers Made Of Solid Pvc Pipes, Class S D 200 Mm, With Inlet Wells With A Total Length Of L = 21.5 M. Place 3 Vibro-Pressed Concrete Wells Made Of C 35/45 W8 Concrete On The Canal. Rings Ø 1.0 M. The Rainwater Receiver Will Be Drainage Ditches And 3 Absorption Wells Made Of Concrete Rings Ø 1.5 M, Which Should Be Built At The Lowest Points Of The Ditches In Order To Drain Excess Water Deep
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