3 The Foundation Of A Broken Aggregate 0/31.5 Mm Gr. 15 Cm Mechanically Stylized. Then The Concrete Cube Surface Will Be Made Of 8 Cm On Cement And Sand Bed 1: 4 Gr. 3 Cm. In The Planned Pavement, Individual Conventions Are Provided For The Property. A Layer Of Broken Aggregate Foundation Is Designed 0/31.5 Mm Gr. 25 Cm Mechanically Stabilized. Then The Concrete Cube Surface Will Be Made Of 8 Cm On Cement And Sand Bed 1: 4 Gr. 3 Cm. For The Separation Of Visual Surface, It Is Planned To Make A Pavement From Gray Cubes And Execution Of Graphite Cubes. The Depth Of The Foundation Of The Energy And Telecommunications Network, Rainwater Sewage, Water Supply, According To The Inventory Of The Area, Does Not Cause The Need To Rebuild The Installations In Question. In The Case Of A Shallower Foundation, Protecting Pipes Should Be Used Without Reconstruction. Surfaces Through Longitudinal And Transverse Declines. It Is Planned To Build 8 Pcs Of Rain Tiles For Proper Drainage Of The Surface Ul. Reymonta. 2. A Detailed Description Of The Subject Of The Contract Was Specified In The Construction Documentation, The Offer Cost Estimate/Predecessor, And In The Technical Specifications Of The Execution And Acceptance Of Works Constituting Annex 8 To Swz.3. The Contractor Is Obliged To Carry Out All Activities Enabling Obtaining Permission To Use The Project (Including Partial Permits) And To Prepare For The Building Supervision Inspectorate In This Respect, Provided That These Procedures Are Required By Law.
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