Summary
Contractor is responsible for all traffic control. This consists of barricading, flagging, and advanced signage consistent with Manual on Uniform Traffic Control Devices (MUTCD) Low shoulder signage shall be provided by the contractor. Prep & paving: 70-Hot Mix Asphalt Pavement (HMCA) Travel Width: Per Lane 11' (22') -Mill, Butt Joints at Project Ends and Driveways as needed to allow for the Overlay to Match Adjacent Pavement. Clean, Sweep and Apply Tack Coat Prior to Wedging. Wedge the Existing Pavement with WisDOT Spec Type LT Asphalt Mix Compacted to an Average Thickness of 1". Apply Tack Coat Prior to Paving Surface. Pave the Surface with WisDOT Spec Type LT Asphalt Mix Compacted to an Average Thickness of 1.75". (Total Thickness of Two Lifts 2.75") -Forta-Fi Reinforcement Fiber to the Asphalt Surface Layer. Shouldering: Furnish and Install 3/4" Base for 2' Shoulders and Driveway Approaches.