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The Subject Of The Study Is The Reconstruction Of The District Road In Wełecz, Busko-Zdrój Commune On A Section Of Approximately 1,870 Km, I.E. Construction Of A Sidewalk For Pedestrians In The Existing Road And Renovation Of The Surface Of The District Road. The Parameters Of The Road To Be Reconstructed Were Adopted Based On The Regulation Of The Minister Of Infrastructure Of June 24, 2022 On Technical And Construction Regulations Regarding Public Roads (Journal Of Laws 2022.1518 Of July 20, 2022), I.E.: Road Class - L, Local - Permissible For The Category Of District Roads In Difficult Conditions (Difficult Conditions - Conditions Resulting From From The Existing Land Development Which, While Maintaining Basic Conditions, Makes It Impossible To Use A Standard Solution Or Causes The Costs Of Using A Standard Solution In The Road Life Cycle To Be Abnormally High Compared To The Alternative Solution). The Road Will Have The Same Parameters As Before, I.E.: It Will Be Single-Lane, Two-Way, Two-Lane With A Lane Width Of 2.75 M. At The Beginning Of The Designed Section, The Road Surface Grade Line Was Connected In Height To The Grade Line Of The Previous Course Of District Road No. 0082 T At The Intersection (Plot No. 185), Similarly At The End Of The Designed Section, The Road Surface Grade Line Was Connected In Height To The Grade Line Of The Rest Of The Road. Powiatowa 0082 T (Plot No. 66/1). In The Section Covered By The Study, It Is Planned To Construct A Right-Side Sidewalk For Pedestrians, 2.00 M Wide, With A Surface Made Of Concrete Paving Stones. In Order To Maintain The Smoothness Of The Grade Along The Entire Section, It Is Planned To Raise The Designed Grade In Relation To The Existing One By Approximately 5 - 6 Cm On Average. Existing Construction Layers In The Form Of Bituminous Pavement With A Thickness Of 3 To 5 Cm Are Subject To Partial Profiling Milling (Surface Profiling Milling Involves Partial Milling Of The Surface, With The Milling Depth Being Variable, The Aim Of Which Is To Bring The Longitudinal And Transverse Slopes Of The Existing Pavement To The Design Values). The Road Will Be Drained By Giving The Road Surface A One-Sided Slope Of 2%, Allowing Rainwater To Be Drained Towards The Sidewalk, Where The Water Will Be Taken Over By A Sewage Bed And Discharged Into The Open Storm Sewage System Behind The Sidewalk And Closed Under The Sidewalk. The Planned Length Of The Section For Reconstruction Is 1,870.00 M. Parameters For Road Design: • Length Of The Section - From Km 5+415.00 To Km 7+285.00, I.E. 1,870.00 M., • Road Class L - (Local - Permissible For The Category Of District Roads During Reconstruction), • Traffic Load Kr-2 • Design Speed 40 Km/H • Width Of The Road Lane - According To The Existing Field In Accordance With The Land Register, • Road - Single-Lane, Two-Way, Two-Lane, • Width Of The Traffic Lane 2.75 M, • Width Of The Road Surface 5.50 M, • Load - 115 Kn/Axle, • Width Of The Sidewalk Located Directly Next To
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