Tenders Are Invited For Engineering Services – 2026-61_L216_Umbau_Od_Garlstorf_Inkl_Nebenanlagen_Op_Ing_Va_Surface Drainage

Engineering Services – 2026-61_L216_Umbau_Od_Garlstorf_Inkl_Nebenanlagen_Op_Ing_Va_Surface Drainage. The Following Timeline Is Planned For Project Processing: Draft Survey In Place Planning Start In 2026 Plan Approval Process In 2029 Construction In 2031 Description Of The Traffic System The Length Of The Route To Be Converted Is Approx. 1,021 M. The Traffic Count Results From 2021 Reflect The Following Traffic Load For The Od Garlstorf: Paragraph 20: Dtv = 6,500 Vehicles/24H Dtvsv = 400 Vehicles/24H Paragraph 40: Dtv = 7,200 Vehicles/24H Dtvsv = 300 Vehicles/24H Within The Route To Be Converted, Various Municipal Roads Flow Into The L 216. These Will Only Be Adapted To The Extent Necessary For The Measure. The Junctions Of The L 216 With The L 212 Are Not The Subject Of This Award. The Planning Of The L 212 Has Not Yet Been Completed And Is Currently Still In The Planning Phase. The Following Information Can Be Provided About The Existing Road Cross-Section: Section 20 The Existing Road Consists Of An Approx. 5.80 M Wide Asphalt Road With Gutters On Both Sides Of 0.30 M And 0.50 M Wide. Stat. 1,063 - Stat. 1.291: There Is A Sidewalk On One Side Of The Road With A Width Of Approx. 2.00 M; This Is Located On The Northern Side Of The Road. Stat. 1,291 - Stat. 1.509: From The Confluence With Siems Twieten, There Is A Sidewalk On Both Sides Of The Road With A Width Of Between 1.15 M And 2.00 M. Between Stat. 1,365 And Stat. 1.385 There Is A Parking Lane With A Width Of Approx. 1.80 M. Section 40 Stat. 0.000 - Stat. 0.479: The Road Width In Section 40 Is Between 6.10 - 6.50 M. There Is A Walkway On Both Sides Up To The Junction With Zum Töterberg. Continuing Towards Gödenstorf, Pedestrians And Cyclists Are Guided Northeast Along A Shared Footpath And Cycle Path. At Stat. 0.105 There Is A Bus Stop On The West Side. The Associated Bus Stop On The Opposite Side Is At Stat. 0.115. Both Bus Stops Are Not Barrier-Free. Surface Drainage: In The Town Of Garlstorf, A Rainwater Sewer System Runs In The Ancillary Facilities Along The L 216 State Road. A Reliable Assessment Of The Structural Condition Of The Existing Rainwater Sewer System Is Currently Not Available. In Order To Determine The Actual Condition, A Canal Inspection May Be Necessary. Based On The Knowledge Gained, Further Planning Must Examine Whether Measures To Renovate, Renew Or Adapt The Stormwater Sewer System Are Necessary. The Drainage Of The Resulting Rainwater Must Be Ensured. The Existing Surface Drainage Is Currently Carried Out Using The Existing Drainage Facilities And The Local Drainage Conditions. The Resulting Rainwater Collects Particularly Along The High Side Systems And Partly In The Side Rooms And Is Drained Away To The Low Points Of The Road In Accordance With The Existing Terrain And Longitudinal Slopes. In Ra