Repair and Replace Mass Parking Apron Section V

This project will be executed using a design-bid-build project delivery method. The entire Mass Parking Apron will be removed and replaced in multiple sections over the course of several years. The existing MPA was originally constructed under two separate contracts. For unknown reasons, the first constructed eastern half is 5 ft narrower than the western half south of the MPA centerline taxiway (335 ft vs. 340 ft). This project will establish a uniform MPA width of 340 ft south of the MPA centerline taxiway. Due to slight changes in finished top of pavement grades between the new MPA Section(s) pavement and the existing MPA pavement to remain, a new temporary ACC transition will be required to connect new MPA Section(s) PCC pavement to existing MPA PCC pavement. Limited grading of turf areas adjacent to new ACC shoulder pavement to improve surface drainage away from paved shoulder edges (Provide 1-1/2 inch drop-off at edge per UFC 3-260-01, Chapter 6). Existing asphalt shoulders required to be removed will be milled by the Contractor and stockpiled for Minot AFB use at a later date at the location shown on the drawings. Estimated Construction Costs: The estimated construction cost of this project is between $25,000,000 and $35,000000. Shayna Zeleznik Alternative

Point of Contact Jessica Beckman