1. The Subject Of The Order Is The Renovation Of The Exits From Ul. Czatkowska To Plots No. 51 And 111 In Czatkowy. 1.1 Exit To Plot No. 51, Czatkowy Area. In Its Existing State, The Roadway Of Czatkowska Street In Czatkowy Has A Bituminous Surface With A Road Width Of 5.8 M. On The Side Of Plot No. 51, There Is A Sidewalk Made Of Concrete Cubes And Paving Tiles, Approximately 1.7 M Wide. In The Immediate Vicinity Of The Study Area, There Are Underground Networks: Telecommunications Network, Water Supply Network, Lighting Network And Overhead Network. Electricity. The Reconstruction Of The Exit From Czatkowska Street (District Road) To Plot No. 51 Was Planned. The Exit Was Designed With A Road Width Of 3.0 M And A Surface Made Of Tt-Type Concrete Cubes. The Exit Is Limited By A Lowered Concrete Curb 15X30 Cm And An Embedded Concrete Stop 12X25 Cm. The Connection Of The Edge Of The Exit And The Edge Of The Road Of Czatkowska Street Should Be Made With Circular Arcs With A Radius Of R = 8.0 M. On Both Sides Of The Exit, A Shoulder Made Of 10 Cm Thick Aggregate Was Designed. The Existing Slope Should Be Reinforced With A Meba-Type Openwork Slab On A C12/15 Concrete Foundation With A Thickness Of 10 Cm. The Area Adjacent To The Exit Should Be Covered With Topsoil And Sown With Grass. Topsoil Layer Thickness – 10 Cm. The Existing Sidewalk Surface Should Be Replaced With A New One Made Of Concrete Blocks. Limit The Sidewalk With A Concrete Edge 8X30 Cm. 1.2 Exit To Plot No. 111, Czatkowy District. In Its Existing State, The Roadway Of Czatkowska Street In Czatkowy Has A Bituminous Surface With A Road Width Of 5.8 M And A Street Cross-Section. There Are Underground Networks In The Study Area: Gas, Telecommunications And Water Networks, As Well As Overhead Power And Lighting Networks. The Project Includes The Reconstruction Of The Public Exit (Type E) From Czatkowska Street (Plot No. 115) To Plot No. 111 In Czatkowy. The Exit Was Designed With A Road Width Of 3.5 M And A Surface Made Of Tt Concrete Cubes. The Exit Is Limited By A Lowered Concrete Curb 15X30 Cm And An Embedded Concrete Stop 12X25 Cm. The Connection Of The Edge Of The Exit And The Edge Of The Road Of Czatkowska Street Should Be Made With Circular Arcs With A Radius Of R = 6.0 M. On Both Sides Of The Exit, A Shoulder Made Of Aggregate 10 Cm Thick And 75 Cm Wide Was Designed. The Slope Adjacent To The Exit Should Be Covered With Topsoil And Sown With Grass. Topsoil Layer Thickness – 10 Cm. On The Municipal Plot, The Surface Should Be Supplemented With 10.0 Cm Thick Aggregate Behind The Exit In Order To Level It With The Ground Road. The Surface Should Be Completed Over A Length Of Approximately 20.0 M. The Existing Telecommunications Cable Passing Under The Exit Should Be Protected With A Two-Part Protective Pipe With A Diameter Of 110 Mm. 1.3 The Detailed Scope Of Works Was Indicated In Chapter V Of The Swz And The Design Documentation, Technical Specifications For The Execution And Accepta
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