1. The Planned Investment Covers The Scope Of Construction Works: Sienkiewicza Street In Czerniejewo: It Has An Ordinary Intersection With Ul. Poznań Army. At The Intersection, Rounding Arches With Rays R = 8.0M Were Designed. At The Intersection, Connections With The Existing Pavement String And A Suggested Pedestrian Crossing Were Designed. The Pavement Has A Width Of 2.0M And The Designed Concrete Cube Surface. The Designed Street Has A Basic Width Of The Road 5.0M With A Width On An Arch With A Computing Value Of 6.3M. The Road Is Limited On Both Sides With A Concrete Resistor With Sunk 12X25x100. At Km 0+093.73 A Horizontal Arch With A Radius R = 32.0M Was Designed. In Km 0+113.51 There Is A Double -Sided Intersection With The Designed Section Of Ul. Kochanowski. At The Intersection, Rounding Arches With Rays R = 10.0M Were Designed. The End Of The Episode Is Located At 0+174.89 Km. During The Street, Ordinary D-Classes Are Designed For Adjacent Properties With Widths Adapted To The Existing Buildings (3.60-6.50 M). The Conventions Were Designed Similarly To The Surface Of The Concrete Cube Road. The Conventions Were Separated By A 12X25x100 Concrete Resistor. The Existing Wickets Were Designed To Be Hardened With A 1.5M Width Of The 8X30x100 Concrete Cube With A 1.5M Width. Poznań Army. At The Intersection, Rounding Arches With Rays R = 8.0M Were Designed. At The Intersection, Connections With The Existing Pavement String And A Suggested Pedestrian Crossing Were Designed. The Pavement Has A Width Of 2.0M And The Designed Concrete Cube Surface. The Designed Street Has A Constant Road Width Of 5.0M Without Widening On Arches. The Road Is Limited On Both Sides With A Concrete Resistor With Sunk 12X25x100. At Km 0+082.29 A Horizontal Arch With A Radius R = 110.0M Was Designed. In Km 0+113.51 There Is A Double -Sided Intersection With The Designed Section Of Ul. Sienkiewicz. At The Intersection, Rounding Arches With Rays R = 10.0M Were Designed. The End Of The Episode Is Located At 0+173.42 Km. During The Street, Ordinary Duts Of Class D Were Designed To Be Adjacent To The Widths Adapted To The Existing Buildings (4.0-5.0 M). The Conventions Were Designed Similarly To The Surface Of The Concrete Cube Road. The Conventions Were Separated By A 12X25x100 Concrete Resistor. The Existing Wickets Were Designed To Be Hardened With A 1.5M Width Of The 8X30x100 Concrete Cube With A 1.5M Wide. At The Intersection Of Sienkiewicza And Kochanowskiego Streets, The Road Lane Drainage Elements Were Designed - The Dn2000 Concrete Collective Well And The Dn500 Street Inlet Wells (3 Pcs) Along With The Section Of The Pp Sn8 Dn200 Drainage Network With A Length Of 102M With A Departure To The Existing Drainage Ditch. List Of Land Development Surface:- Road With Concrete Cube Surface- Area Around 1936.0M2- Ordinary Downhill With Concrete Cubes- Area Approx. 345.0M2- Pavements And Access To The Concrete Cube Surface- Area Approx. 135.0M2- Collective Drainage Wells- D
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