P993 F35 Sustainment Center, MCAS Cherry Point

MCAS Cherry Point P-993 and P-995 Industry Day

Overview:

Naval Facilities Engineering Systems Command (NAVFAC) Mid-Atlantic invites contractors to learn about and ask questions regarding a proposed project located at the Marine Corps Air Station, Cherry Point, North Carolina

NAVFAC is preparing to advertise in January 2025. Estimated Construction Cost:  $250,000,000 - $500,000,000

Project Description:

P-993:  The F35 Sustainment Center is a 255,461sf depot level hangar to support (20) F-35 aircraft.  The facility is also a pilot project to evaluate the use of sustainable building materials in military construction (MILCON).  In addition to the hangar maintenance bays, P-993 will also include 4 paint booths, administrative space, aircraft part modification and tool shops, and a secure area built to ICD705 standards.  The main facility is a precast structural concrete panels with a pile supported foundation, slab on grade, and cross laminated timber roof deck.  The structure is a single story with a two-story administrative space.  The site development scope includes utility improvements to support entire Hancock Village, taxiway with a bridge and aircraft parking apron.

P-995:  The 105,755 SF Composite Repair Facility is a new consolidated depot-level facility for advanced composites and rotor blade repair. The project consists of two major sections, a composite repair and manufacturing shop that will include a disassembly area, parts kitting area, production control/clean parts area, assembly area to include climate controlled dirty room, bonding room, clean room, depot and fleet classrooms and engineering/laboratory space.  Also included is an aircraft rotor blade repair shop that includes a disassembly and staging area, dirty room, sanding pit, and bonding room. Shared spaces that include painting, parts wash, freezer, hygiene facility, bathrooms, and breakrooms to minimize construction costs and improve sustainability.  Construction of the facility consists of structural steel roof framing with standing seam metal insulated roof system on load-bearing concrete masonry unit (CMU) walls with exterior finish of brick veneer and metal wall panels.  Foundation design includes reinforced concrete floor slabs on prepared subgrade, and shallow concrete spread footings bearing on controlled structural fill.