The Subject Of The Order Is The Reconstruction Of The Road Along With The Existing Dehydration. The Range Of Renovation Is 1.074 Mb And Consists Of Renovating The Existing Surface Drainage And Existing Culverts Ensuring Natural Water Flow. Then Make The Foundation Of The Main Road And Existing Conventions With Natural And Broken Aggregate. The Road Will Obtain A New Bituminous Surface With A Basic Width Of 3.5 Existing State. The Road Tarpaulin Intended For The Reconstruction Of The Road Is The Property Of The Paszowice Commune. The Road Is About 4.0 M To 8.0 M. The Existing Dehydration Is Very In Poor Condition And Neglected. It Takes Place Mainly On Surface, And The Waterfall Is Hindered By Ruts And Overstate. The Existing Covered Ditches Bring Water To Obstructed Culverts. Existing The Surface Is A Layer Of Broken Aggregate Mixed With Native Soil. The Descends Service Local Agricultural Activity And Are Located In Places Of High -Level Heights. In General, Water From Ditches From The Upper Side, I.E. The Right, Is Discharged To The Left Side. This Track Also Has Tourist Significance. The Roadside Is Overstated And Overgrown And The Entire Edge Of The Road To The Designed State. The Description Of The Designed State. On The Rebuilt Road There Is One Normal Cross -Section. Planning The Target Of The Road Is 3.5 M Plus Double -Sided Roadside 0.5 M Wide. At The Roadside, We Arrange The Native Ground With A Decrease Outside, Which Will Ensure The Side Of The Roadside. Due To The Narrow Road Lane, Surface Dehydration Will Be Used By Means Of Transverse, Longitudinal, Renovated Culverts And Defined Ditches. At A Length Of About 10 M From The Culverts, We Will Deny The Ditches To Match Them To The Bars Of The Culverts. The Entire Design Solution Is Described By The Rest Of The Study And The Bill Of Quantities. Basically, Surface Water Takes Over The Road Lane, Plot 689/10, 689/11 And 689/5 Are Plots Covered By The Development Of An Internal Road. The Structural Cross -Section Is Planned As Follows: 1. Validated, Treated, Profiled And Compacted Substrate Width 4.5 M2. Drainage Layer 10 Cm From Filter Sand 0/2 Width 4.5 M3. Basic Foundation Made Of Broken Aggregate 0/63 Gr 15 Cm And 0/31.5 Gr 10 Cm Width 4.5 M4. Making The Abrasive Layer Of Asphalt Concrete Ac 11 S Gr 5 Cm Wide 3.5 M, A Detailed Description Of The Subject Of The Contract Is A Simplified Technical Documentation Along With A Pre -Works Of Works Constituting Annex 6 To Swz.
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