Arlington Municipal Airport Development Plan Arlington Airport Development Plan

 Continued development of T‐hangar facilities on the southeast side of the Airport to support indi‐ vidual aircraft storage hangar needs. West Side of Airport  Construction of a mix of hangar types to include conventional, executive, and T‐hangars/ linear box hangars. These facilities would likely meet the long range demands of the Airport beyond the planning horizon of this Development Plan and are dependent on other support facilities to include aircraft parking apron space, access taxilanes, and vehicle access. Table 5B presents the total hangar area proposed in the landside development plan. As can be seen from the table, the layout provides over 584,000 square feet of additional hangar space, which exceeds the amount of hangar space needed through the long term planning period based upon the aviation demand forecasts. Therefore, the hangar layout presented can represent a vision for the Airport that extends beyond the scope of this study. The reason for this is to provide decision‐makers with dedi‐ cated areas on the Airport that should be reserved for certain hangar types. TABLE 5B Aircraft Hangar Storage Space Planned Arlington Municipal Airport Hangar Type East Side of Airport T‐Hangar/Linear Box Hangar Area (s.f.) Executive Hangar Area (s.f.) Conventional Hangar Area (s.f.) Subtotal West Side of Airport T‐Hangar/Linear Box Hangar Area (s.f.) Executive Hangar Area (s.f.) Conventional Hangar Area (s.f.) Subtotal Total Hangar Storage Area (s.f.) Provided in Development Concept 176,400 81,000 57,600 315,000 68,000 21,600 180,000 269,600 584,600 It should be noted that the Development Concept includes the depiction of a 35‐foot building re‐ striction line (BRL) on the east and west sides of the runway. Chapter Four provided a detailed descrip‐ tion of the BRL, which is a product of Title 14 Code of Federal Regulations (CFR) Part 77 transitional sur‐ face requirements. Portions of existing and proposed hangars on the east side of the airfield are situated within the 35‐ foot BRL as shown on Exhibit 5A, and an evaluation of the heights of these facilities has been made in comparison to the BRL. The majority of these facilities are T‐hangars and linear box hangars, with roof peaks approximately 15 to 20 feet above ground level (AGL), and thus, do not constitute a penetration. Future consideration will need to be given when constructing hangar facilities at the Airport, especially Chapter Five - 16

Arlington Municipal Airport Development Plan Arlington Airport Development Plan | Page 213