The Design Decision Envisages The Reconstruction Of Part Of The Existing Water Supply Network In The Regulation Of The Settlement. Together With The Plumbing Branches, The Building Water Supply Deviations Will Be Completed To The Adjacent Properties, As Well As The Fittings Necessary For The Proper And Trouble -Free Operation Of The Water Supply Network. The Reconstructed Water Supply Network And The Building Water Supply Deviations Are Designed To Be Filled With High -Density Pe100rc Pipes For Pn 10 Bar (Sdr 17). The Diameters Of The Water Supply Branches Are In Accordance With The Existing Water Pipelines And In Accordance With Ordinance No. 2 Of March 22, 2005 On The Design, Construction And Operation Of Water Supply Systems Art. 139. (1) The Minimum Diameter Of The Pipes Of The Water Supply Network In Urbanized Territories With A Population Of Over 100,000 Inhabitants Is 100 Mm, And For Territories With A Population Below 100,000 Inhabitants - 80 Mm ”.
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