• The Subject Of The Public Contract Is Construction Work, Which Resolves The Repair Of The Local Road U Lihovar And The Construction Of Public Lighting In This Street In The Village Of Velká Nad Veličkou. • So.101 Repair Of Local Roads U Lihovar: The Total Length Of The Repair Of The Local Road Is 440.94 M. The Repair Approximately Copies The Existing Axis Of The Road, It Is Designed To Be 5.00 M Wide, Incl. Guide Strip. Modification Of The Connecting Arches To The Existing Roads Is Proposed. In Terms Of Height, The Planned Route Will Approximately Copy The Existing Level, But The Level Will Be Adjusted For The Drainage Of Rainwater To The New Street Drains. Road Drainage Will Therefore Be Handled In New Inlets. Transverse Slope Of The Proposed Road, One-Sided 2.00%. The Roadway Will Be Made With A Complete Structural Layer With An Asphalt Concrete Cover And Will Be Lined With A Road Curb With Concrete Paving. Part Of It Is The Descents To The Properties In The Places Of The Existing Descents To The Rd. The Proposed Slopes Will Be 4.0 M Wide, Or They Will Be Combined. Due To The Expected Intensity Of Traffic Of Up To 500 Vehicles/Day And The Predominantly Residential Area, The Movement Of Pedestrians Is Not Handled By A Separate Road For Pedestrians, But By The Form Of Mixed Traffic Of Pedestrians And Vehicles On The Carriageway Of The Road (See Čsn 736110). New Uv Street Drains Made Of Tbv-Q50 Parts With A 500X500 Mm D400 Cast-Iron Grid Will Be Placed To Drain The Paved Areas. The Inlets Will Be Connected To The Existing Sewer With A Pvc Kg Dn150 Sn8 Connection. The Connection Will Be Solved By Drilling Into The Existing Sewer And Inserting A Branch Seat, E.G. Easyclip. The Roadway Will Be Lined With A Concrete Road Curb 150/(150)250/1000 Mm Into A Bed Of C25/30 Thick Concrete. 150 Mm With Support On The Underlying Layer Of Crushed Stone. In The Places Of Descents And Curbs Lowered To A Height Of 20 Mm, A Ramp Curb Of 150/150/1000 Mm Will Be Installed In A Bed Of Concrete C25/30 Thick. 150 Mm. The Run-Up Will Be Solved By Fitting A Transition Border Of 150-250/250/1000 Mm. A Guide Strip Will Be Installed With A Concrete Road Pavement Of 80/250/500 Mm In A Bed Of C25/30 Concrete. Structural Composition Of The Proposed Communication: O Medium-Grained Asphalt Concrete Aco 11 + (Čsn En 13108 - 1) 50 Mm O Bonding Spray 0.3 Kg/M2 O Asphalt Concrete Base Acp 22 + (Čsn En 13108-1) 70 Mm O Infiltration Spraying 0.6 Kg/M2 O Cement Reinforced Aggregate Sc C8/10 (Ksc I) (Čsn 736124-1) 150 Mm O Crushed Gravel Fraction 0/32 (Čsn 736126) 200 Mm O Compacted Earth Plain (Edef,2 = Min. 45.0 Mpa), Edef,2/Edef,1 < 2.5 O Total: 470 Mm After Excavating To The Level Of The Ground Plane, The Bearing Capacity On The Ground Plane Will Be Measured. If The Required Eedf,2 = 45 Mpa (30Mpa) Is Not Measured On The Compacted Earth Plain, The Active Zone Of The Earth Plain Will Be Rehabilitated By Replacing The Soil With Crushed Stone Šda 0/63, In Thickness 300 Mm, If Unfavorable Values Are Found, Another Method Of Remediation Will Be Proposed, E.G. Stabilization With A Hydraulic Binder Or The Use Of Geosynthetics, E.G. Geogrid. In Places After The Implementation Of The Networks, A Dynamic Penetration Test Will Be Performed To Determine The Degree Of Compaction Of The Existing Network Backfill According To The Relevant Čsn. If Inappropriate Parameters Are Found, The Backfill And Compaction Will Be Replaced. Pass: It Includes The Reconstruction Of The Existing Pipe Culvert Dn400. The Culvert Will Be Made Of Tzh Q 40/200 Pipes With A Length Of 8.7 M, Placed On A Concrete Slab With A Base Of Šd 0/32 And Will Be Concreted, The Culvert Faces Will Be Adjusted By Creating Inclined Faces With A Slope Of 1:1.5 With Quarry Stone Fortifications Tl. 150-200 Mm Into A Concrete Bed Thickness Min. 150 Mm C25/30 Xf4 And Fortification Of The Immediately Adjacent Part Of The Bottom And Slope Of The Ditch. The Concrete Pipe Will Be Cut In The Slope Of The Sloping Face. On The Upper Edge Of The Front, A Railing Made Of Galvanized Steel Pipes Will Be Installed In Concrete Footings. According To The Request Of The Network Manager Eg.D, The Cable Line Will Be Placed In A Divided Protective Tube (Lv To Arot110, Hv To Arot160) At The Intersection Of The Underground Cable Line With The Roadway. According To The Network Administrator Cetin A.S. The Cable Line Will Be Placed In A Protective Cable Tray Tk1 Or A Split Cable Protector At The Points Of Descents And At The Intersections With The Road. A Spare Pe Dn110 Protector Will Be Stored In The Downhill Areas. Other Modifications: The Embankments Will Be Made Of Compactable Uneven-Grained Soil. Excavation Of The Topsoil Will Be Carried Out On The Plots According To The Request And Taken Out Of The Zpf, And The Removed Topsoil Will Be Spread On The Adjacent Plots. The Connection To The Existing Road Will Be Made By Cutting The Joint Of The Asphalt Layers, And After The Abrasion Layer Of The New Road, The Joint Will Be Cut And Filled With Asphalt Grout. Existing Sdz And Vdz: The Existing Road Markings Will Be Left Or Relocated Outside Of The Modifications Being Made. New Sdz And Vdz: Vertical And Horizontal Traffic Markings Are Not Proposed. Traffic Signs Will Be Of An Approved (Certified) Type And In Accordance With Tp 65 And Tp 133. Traffic Signs, Traffic Equipment, Light Signals, Equipment For Operational Information And Telematics. • So.401 Public Lighting: The Subject Of This Building Is The Design Of Public Lighting In The Village Of Velká Nad Veličkou, U Lihovaru Street In Connection With The Repair Of The Local Road In This Street. Public Lighting Has Not Yet Been Implemented In The Addressed Section. The New Vo Will Be Connected From The Newly Designed Public Lighting Switchboard Of The Rvo To The Beginning Of The Solved Section. A New Take-Off Point From The Lv Network Will Therefore Be Established Here. Installed Public Lighting Fixtures Must Meet The Parameters Of Summary Of Lighting Calculation Results (See D.101.1 Technical Report, Which Is Part Of Appendix No. 7 Zd). All New Elements (Poles, Cables,...) Of Public Lighting Will Be Geodetically Oriented After Construction. The Geodetic Orientation Of The Line And Individual Elements Of The Vo Must Be Entered In The Dtm. Vo Technical Units: O Number Of New Lighting Fixtures Vo 13 Pcs., Of Which 13 Pcs. Garden Lighting Masts O The Length Of The Route Of The New Vo Cable Line Will Be 440 M O Operating Voltage 400/230 V
