Ord. 20640 - Laserfiche WebLink

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FACILITY REQUIREMENTS »Taxiway A4 – Reconfigure acute angle to be perpendicular with runway. Eliminate direct apron access via Taxiway D. »Taxiway A5 – Eliminate direct apron access via Taxiway E. Eliminate wide pavement expanse where A5 and A6 meet. »Taxiway A6 - Reconfigure acute angle to be perpendicular with runway. Eliminate direct apron access via Taxiway F. Eliminate wide pavement expanse where A5 and A6 meet. »Taxiway A7 – Eliminate or relocate and reconfigure taxiway connector as 90 degrees to runway. Eliminate direct access to apron via Taxiway G. »Taxiway A8 – Reconfigure bypass per FAA standards or eliminate completely to remove wide expanse of pavement where A8 and A9 meet. »Taxiway A, A8, and A9 Hotspot – Reconfigure intersection to address FAA Hot Spot designation through pavement alterations, pavement markings, and/or signage. Designate a hold bar for the Runway 34L approach. »Taxiway C – Monitor potential direct access of aircraft to Runway 16L-34R via Taxiway C and B2 closely to prevent runway incursions. If necessary, additional markings and lighting at Taxiway B2 or the offsetting of Taxiway B2 can be implemented. »Taxiway D – Eliminate direct access to Runway 16R-34L via Taxiway A4. »Taxiway E – Eliminate direct access to Runway 16R-34L via Taxiway A5. Eliminate wide pavement expanse connection with Taxiways A and F. »Taxiway F – Eliminate direct access to Runway 16R-34L via Taxiway A6. »Taxiway G – Eliminate direct access to Runway 16R-34L via Taxiway A7. Eliminate wide pavement expanse connection with Taxiways D, E, and F. Reconfigure movement area boundary line separating Taxiway G from commercial apron. »Taxiway K, P, and C intersection – Eliminate wide expanse of pavement at this intersection. »Taxiway R and B3– Reconfigure to eliminate direct access from Taxiway R to Runway 16R-34L via Taxiway B3. »All existing taxiway fillet geometry – Design to meet current FAA standards during future rehabilitation projects. »Other known taxiway issues – Reconstruct all Taxiway A connectors to an elevation equal to or below the crown of Runway 16R-34L. »Summary of taxiway issues - In summary, the existing airfield taxiway configuration is the result of pavement remnants that previously existed before the north-south parallel runway configuration was constructed. Consequently, the airport has many more taxiways than are required for safe and efficient airport operations and the taxiways are not located in optimum locations. A primary focus of this master plan is to develop a plan that will simplify the taxiway system, eliminate direct access from the apron to the runway, and remove unneeded taxiways that only add complexity without true operational benefits. EUGENE AIRPORT MASTER PLAN 3-69