The Investment In Question Involves The Reconstruction And Renovation Of Municipal Road 005836F, Plot No. 211 And 349, Kowalewo District: 1) Section No. 1: Reconstruction Of The Road Consisting Of Construction Of A Road - Bituminous Surface, Wearing Course Sma 11, Thickness. 3 Cm, Binding Layer Ac 16W Thick. 4 Cm, On A Base Base Made Of Crushed Aggregate With Continuous Grain Size 0/31.5 M (C90/3), Mechanically Stabilized, Thickness. 20 Cm Layer Of Sand Stabilized With C1.5/2 Mpa Cement, Thickness. 15 Cm. Reconstruction Of Exits And Access To The Property From Concrete Blocks. 8 Cm In Graphite Color, Limited On The Side. Construction Of A Hardened Roadside, A Roadside Made Of Crushed Aggregate. 15 Cm And Restoration Of Green Areas.˗ Mileage: 0+000÷0+150.00,˗ Road Cross-Section: 1 Road With Two Lanes In Opposite Directions,˗ Lane Width: 2.50 M,˗ Width Of Hardened Roadsides: 1.20 M,˗ Width Of Dirt Roadsides: 0.50 M,˗ Road Length: 150.00 M.2) Section No. 2: Road Renovation Consisting Of Filling In The Gaps In The Existing Stone Pavement And Partial Renovation Of The Cobblestone Surface Made Of Erratic Stone With A Height Of 16-20 Cm.˗ Road Category: Municipal Road,˗ Mileage: 0+150.00÷1+347.00,˗ Road Cross-Section: 1 Road With Two Lanes In Opposite Directions Directions,˗ Lane Width: 2.50 M,˗ Width Of Hardened Roadsides: 1.20 M,˗ Width Of Dirt Roadsides: 0.50 M,˗ Road Length: 1197.00 M. Rainwater And Meltwater Will Be Drained From The Designed Roadway As In The Existing State Through Appropriately Shaped Longitudinal And Transverse Slopes Of The Road Surface Towards The Roadsides.
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Gmina Szlichtyngowa,Szlichtyngowa,67-407,Lubuskie,Pl432 - Zielonogórski
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umig@szlichtyngowa.pl
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