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A Detailed Description Of The Subject Of The Order, Conditions And Method Of Its Implementation Is Attached As Annex No. 1 Opz To Swz. The Subject Of The Order Includes The Construction Of The Municipal Road Ul. Wrzosowa In Czarna Białostocka On Plots With Geod. No. 232/3, 233/3, 242/3, 242/5, 242/6, 1579/3, 1579/14 From The Precinct 44 Czarna Białostocka, Which Is The Road Of Wrzosowa Street In Czarna Białostocka (Municipal Road No. 104839B) And Plots No. 232/4, 233/4, 233/6, 233/7, 242/8, 242/10, 1579/18, 1579/19, 1579/21, 1579/23, 1579/25, Which Were Taken Over As A Road On The Basis Of A Permit For The Implementation Of A Road Investment And On The Plots Of The Neighboring Fabryczna Street, Constituting District Road No. 2303B In Czarna Białostocka (1582/1, 1582/2), Temporarily Occupied For The Construction Of The Intersection With Ul. Wrzosowa. The Investment Will Run Within The Existing Road Lane With A Width Of 8.0 M To 16.0 M And On Plots Intended For Its Widening In Accordance With The Geodetic Division. The Total Length Of Wrzosowa Street Within The Development Limits Is 736 M. The Investment Will Run Between Sosnowa Street In Czarna Wieś Kościelna, Which Is An Extension Of Wrzosowa Street, And Fabryczna Street In Czarna Białostocka. The Task Involves The Construction Of A 6.0 M Wide Roadway Made Of Asphalt Concrete And A One-Sided Pedestrian Road Approx. 2.3 M Wide Made Of Concrete Paving Stones. 6 Cm, Gray In Color And On Both Sides Of The Dirt Roadsides Approx. 1.0 M Wide. Along The Street, Create Two Bus Bays Measuring 20X3 M With Entrance And Exit Slopes, With An Adjacent Sidewalk With A Width Of 2.30 M To 3.05 M. Individual Entrances To The Plots Should Be Made Of Concrete Paving Stones. 8 Cm With A Width Of 4.5 M To 5.65 M, And Their Connection With The Road Road Should Be Rounded With Circular Arcs With A Radius Of 5 M Or A 1.5 X 1.5 M Diagonal. Framing With A Concrete Edge 30 X 8 Cm And A Concrete Curb 15 X 22 Cm On A Concrete Footing With Resistance. The Longitudinal Section Of The Exits Should Be Adapted To The Existing Elevations And Shaped In Accordance With The Road Crown. Most Of The Road Surface And Sidewalk Will Be Drained On The Surface Towards The Forest Areas. On The Remaining Section, Rainwater Will Be Discharged Through The Streets Planned For Construction As Part Of The Construction. Wrzosowa: Road Channel Sewage, Street Inlet, Storm Sewer And Absorption Well. The Storm Sewer Should Be Made Of Solid, Homogeneous Pvc Pipes Sn 8 D 200 Mm, Length L = 17.0 M, Together With A Concrete Inlet Well D 500 Mm And 1 Concrete Absorbent Well D 1000 Mm. The Ditches To Be Liquidated Should Be Filled With Native Soil. It Is Planned To Relocate One Fire Hydrant, Located In The Designed Road, To A Greenery Behind The Roadside. A Cable Lighting Network With A Lighting Cabinet Should Be Built Along Wrzosowa Street, Powered By The Existing Connection And Measurement Set (Located Next To The Device To Be Connected). Steel Lighting Pole
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