The Present Assignment Concerns The Execution Of Road And Sewerage Works In The Kerkstraat On The Territory Of The Municipality Of Ternat. A Separate System Is Provided With A Dwa And Rwa Strict. The Route Is Determined By The Natural Slope Of The Project Zone. The (Upstream) Starting Point Of The New Sewerage System Is Located On The N285. The End Point Of The Double Strand Is Located At The Meersstraat Roundabout. The New Rwa Sewerage Must Connect To The Ducting Of The Bellebeek - 1St Category. The Dwa Sewerage Must Connect To The Aquafin Collector At The Intersection With St. Katherinastraat. Upward Mixed Flows Must Be Accommodated At Various Places Along The New Route. Because The New Rwa System Is Directly Connected To A Classified Watercourse, The Necessary Buffering Is Provided On The System. This Will Be Expanded Using Prefabricated Rectangular Box Elements And Weir Structures. Based On The Hydraulic Dimensioning, A Buffer Volume Was Provided With A Capacity Of +/- 400M³. The Integral Superstructure For This Project Area Is Being Reexamined. The Road On Kerkstraat (Between The N285 And Kapelleveld) Will Be Redeveloped By Means Of An Asphalt Road With Sidewalks Made Of Concrete Paving Stones. Between Kapelleveld And Meersstraat, Washed Concrete Paving Is Used For The Roadway With Footpaths In Clay Pavers. The Entire Kerkplein, Kapelleveld And Kerkpleinweg Will Be Equipped With Clay Pavers With Parking Spaces Made Of Mosaic Cobblestones And Sufficient Green And Tree Areas
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