The Road Reconstruction Covers An Area Of 6,201 Meters. The Reconstruction Of The Forest Road Begins At The Intersection With The District Road Dp 1553R And Ends With The Intersection With Foreign Forest Land. The Road In Question Is A Forest Road Intended For Forest Management, It Is An Export Road. Currently, There Is A Road With An Aggregate Surface, With An Average Width Of 3.0 - 3.5 M. The Drainage Is Provided By Open Ditches. The Slopes And Ditches Are Covered With Grass. Rainwater And Meltwater From The Area Are Managed In Green Areas And Areas Adjacent To The Investor. The Surface Base Consists Of Soil From Geotechnical Category I. There Are No Utility Networks On The Section. The Route Of The Planned Road Is Presented In The Land Development Plan. The Basic Elements Of Road Drainage Are The Existing Road Culverts And Ditches That Appear Along The Road, So Most Of The Water Flows Along The Longitudinal Slope Of The Road. As Part Of The Task In Question, It Is Planned To Reconstruct The Forest Road Along With The Reconstruction Of Exits, Passing Areas And Storage Yards. The Scope Of The Planned Investment Includes In Particular: • Preparatory Works, • Earthworks, Including Collecting Topsoil From The Roadsides, • Maintenance Of Roadside And Evaporation Ditches, • Maintenance Of Evaporation Tanks, • Profiling And Mechanical Compaction Of The Subsoil For The Construction Layers Of The Pavement, • Crushing Of The Existing Surface/Base Including Granulation, • Construction Of The Subgrade And Surface From Crushed Aggregate, • Replacement Of Through Parts Culverts, • Construction Of Roadsides On Both Sides, • Finishing Works, • Tidying Up The Area After Completion Of Construction Works. The Following Surface Structure Is Planned For Individual Elements: - Road And Passing Areas: • Surface Layer Of Crushed Aggregate 0/31.5 Gr. 10 Cm.• Substructure Made Of Crushed Aggregate 0/63 Gr. 15 Cm - Reinforced Section - Road And Passing Areas: • Surface Layer Of Crushed Aggregate 0/31.5 Gr. 10 Cm.• Substructure Made Of Crushed Aggregate 0/63 Gr. 15 Cm • Foundation Made Of Cement-Stabilized Soil Rm = 2.5 Mpa Thickness. 20 Cm - Storage Yards And Exits • Leveling Of The Subgrade, Crushed Aggregate 0/63 Medium Thickness. 20 Cm - Grass Ditches • Maintenance Of Existing Ditches On Both Sides Along The Length Of The Road - Slopes 1:1 - 1:1.5 The Reconstruction Aims To Properly Service The Adjacent Areas Due To The Planned Forest Management, Improve The Safety Conditions For Vehicle Traffic And Improve The Operational Parameters Of The Existing Forest Road While Not Increasing The Total Number Of Vehicles. The Road Has The Status Of An Internal Closed Road, And The Permitted Speed Of Travel On It Is 30Km/H. The Road In Question Is The Property Of The State Forests And Is Used Exclusively For Works Related To Forest Management By The National Forest Holding State Forests Nadleśnictwo Sieniawa With Its Registered Office At 37 - 530 Sieniawa, Ul. Kościuszki 11 And
Contact Information
Address
State Forest Farm State Forests Sieniawa Forest District,Sieniawa,37-530,Podkarpackie,Pl822 - Przemyski
Email
sieniawa@krosno.lasy.gov.pl
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