ALW Airport Master Plan Update Planning Advisory Committee Meeting #3 April 11, 2016
Meeting Agenda 1. Study Progress 2. Facility Requirements Airfield/Runway System Terminal Area 3. Improvement Alternatives 4. Next Steps
Review of PAC #2 Aviation Activity Forecasts More aggressive based jet forecast Commercial forecasts reflect Alaska’s growth Air Service PSC remains a threat Potential with Penair to PDX
Study Progress Airport Layout Alternatives Forecasts* • How do we pay Plan* • What do we • Can we meet for these have? expected • What demand • What do we changes? • What will these demand? do we expect? need to change changes look to meet like? Capital demand? Facility Improvement Inventory Requirements Plan Stakeholder Coordination & Public Outreach * Denotes FAA-approved Element PAC Public
Facility Requirements and Improvement Alternatives Jeff Smith, Senior Airport Planner
Facility Needs – Runway 2-20 Critical Aircraft Runway 2-20 Critical Aircraft (Existing) Runway 2-20 Critical Aircraft (Future) Recommendation: Plan for transition to regional jet service. Outcome: Plan for facilities and Aircraft Design Characteristics: Aircraft Design Characteristics: Aircraft Type: Turboprop Transport Aircraft Type: Regional Jet Transport FAA ARC/TDG: C-III; TDG 5 FAA ARC/TDG: C-III; TDG 2 services to meet demands Approach Speed: ±129 Knots Approach Speed: ±138 Knots Wingspan: ±93' Wingspan: ±85' of larger and heavier Length: ±107'8" Length: ±103'9" Tailheight: 27.4' Tailheight: 31.9' Maximum Weight: 65,200 Pounds aircraft. Maximum Weight: 82,700 Pounds Seating Configuration: 70 to 76 Passengers Seating Configuration: 77 to 88 Passengers Cockpit to Main Gear (CMG) 45.8' Cockpit to Main Gear (CMG) 42.0' Wheelbase 45.8' Wheelbase 37.5' Main Gear Width (MGW) 33.2' Main Gear Width (MGW) 17.0'
Facility Needs – Runway 2-20 Recommendation: RUNWAY SYSTEM FACILITY REQUIREMENT SUMMARY Existing (2015) Future (2035) Upgrade runway to support Facility Component Runway 2 End Runway 20 End Runway 2 End Runway 20 End Runway Design Code (RDC) C-III (Transport Aircraft) C-III (Transport Aircraft) future instrumentation and Regional Turboprop Transport Regional Jet Transport Critical Planning Aircraft (Q-400 Turboprop) (EMB-170 Series Jet) lighting capabilities. Runway Length x Width 6,527' x 150' 6,527' x 150' Runway Shoulder Width 75' Pavement Available Per Side 25' Paved Per Side (Standard) None 200' x 200' 200' x 200' Runway Blast Pad 375' x 150' Outcome: (In-Line Taxiway) (Standard) (Standard) Taxiway Hold By-Pass Area None None Yes Yes Plan for runway facilities to In-Line Taxiway None 575' None None accommodate improved Pavement Strength Pounds (Gear) ± 72,000 (DWG) / ± 110,000 (DTWG) 115,000 ± (DWG) PCN Pavement Strength Value 33.5 / F / C / X / T 33.5 / F / C / X / T High Intensity (HIRL), airline and general aviation Runway Edge Lights High Intensity (HIRL) Centerline Lights (CL) access using GPS ILS-CAT I (Special) , RNAV-LPV, ILS-CAT I, RNAV- RNAV-LPV, RNP Runway Instrument Approaches RNAV-LPV, RNP, VOR/DME LPV, VOR, NDB VOR/DME VOR technology. Lowest Approach Minimums ¾-Mile / 200' 1,800 to 2,400 RVR ¾-Mile / 200' 1,400 to 2,400 RVR (Aircraft Category) (A,B,C,D) / 200' (A,B,C,D) (A,B,C,D) / 200' (A,B,C,D) ILS, LOC, VOR/DME, RNAV (GPS), Navaid Systems (On-Airport) ILS, LOC, OR/DME, NDB, RNAV(GPS) RNP, Touchdown RVR Visibility Sensor
Facility Needs – Crosswind Runway 7-25 Recommendation: Crosswind Facility Component Paved Crosswind Turf Crosswind 3,400’ x 60’ 3,400 to 4,100’ x 60'+ Runway Dimension Deactivate Runway 7-25 Small Single and Twin-Piston; Fixed Gear Small Single and Aircraft Utilization upon completion of the Small Single-Turbine Twin-Piston/Turbine Annual Use (Estimated) 500+ Flights 250+ Flights parallel taxiway Restricted Days Per Year 91 Days 206 Days (Weather Conditions) (25% of Year) (55% of Year) reconstruction project. Instrument Capabilities Potential GPS Non-Precision Visual Only Improve Airfield Capacity Negligable Negligable Outcome: Taxiway Connection Paved Connector (25' Width) Paved or Non-Paved Connection Single runway provides Runway Lighting Aids LIRL, PAPI (2L) Reflectors 55 or More Days 55 or Less Days adequate capacity for future Wind Coverage Benefit (15% of Year) (15% of Year) Low (Existing Alignment) Low (Existing Alignment) operations within 20 year Agricultural Farming Impact High (New Alignment) High (New Alignment) planning period, reduces Sponsor & Operator Liability Low High Construction Durability High Low maintenance expense. $3.03 (Existing Alignment) $2.15 (Existing Alignment) Construction Costs ($ Million) $3.82 (New Alignment) $1.80 (New Alignment) Annual Maintenance Costs Low to Moderate High
Facility Needs – Improvement Overview EXPAND AUTO SNOW PARKING REMOVAL EQUIPMENT FACILITIES RENOVATE PASSENGER GA HANGARS BUILDING EXPAND AIR TAXIWAY ‘A’ CARRIER RAMP CROSSWIND NEW GA CLOSURE TERMINAL TAXIWAY ‘C’ CLOSURE PLAN FOR FUTURE WEST-SIDE DEVELOPMENT
Facility Needs – Taxiway System PROPOSED TAXIWAY HOLDING BAY; DESIGNED FOR SMALL PISTON AIRCRAFT NEW TAXIWAY EXIT LOCATIONS; NEW ENTRANCE TAXIWAY CONFIGURATION TO RUNWAY 2 AND 20 END REMOVE EXISTING IN-LINE TAXIWAY PRIOR TO RUNWAY 2 END RESOLVE FAA TAXIWAY GEOMETRY ISSUES; PER RUNWAY INCURSION GUIDANCE NEW TAXIWAY NAMES
Facility Needs – Air Carrier Apron Recommendation: Phased apron expansion to accommodate greater airline frequency and/or larger regional jet aircraft. Outcome: Plan for an apron to meet larger and heavier regional aircraft.
Facility Needs – Auto Parking EXISTING CONDITION (2015) ALW PLANNED FUTURE DEMAND (2035) Analysis: Lot and Parking Marked Size Marked Size Marked Size Function Spaces (SF) Spaces (SF) Spaces (SF) Assess future vehicle Short-Term Lot 188 51,100 218 63,700 218 63,700 parking to accommodate: Passenger 170 -- 210 -- 218 -- Tenants -- -- -- -- (40) -- - Short-Term Conference -- -- -- -- (11) -- Handicap 8 -- 8 -- (10) -- - Long-Term Rental Car 10 -- -- -- -- -- - Rental Car Long-Term Lot 154 59,400 212 80,820 269 97,600 Passenger 144 -- 212 -- (142) -- - Public Tenants -- -- -- -- (40) -- Conference -- -- -- -- (27) -- - Administrative Overflow -- -- -- -- (60) -- Rental Car 10 -- -- -- -- -- Administrative Lot 35 11,800 35 11,800 52 17,200 Rental Car Lot -- -- 45 27,300 83 36,700 TOTAL 377 122,300 510 183,620 622 215,200 TOTAL INCREASE -- -- 133 61,320 245 92,900 OVER EXISTING Note: 'ALW Planned' - Auto Drawing Layout for Construction and Planned Consideration. Source: Mead & Hunt Facility Requirements Analysis.
Facility Needs – Auto Parking Recommendation: Phased auto parking expansion to accommodate demand. Outcome: Plan for sufficient capacity and level of service to meet average day and peak- month demands.
Facility Needs – Passenger Terminal Building Airline Ticket Counter: Reconfigure passenger queuing line, new lighting fixtures Airline Baggage Make-Up: Install automated baggage conveyor Airline Baggage Make-Up: Expand to accommodate future baggage scanning equipment (TSA/Building Storage) Airline Departure Lounge: Expand room size (1,700 square feet (SF) existing) (Passenger Area) (1,250 to 2,500SF recommended, 18SF per peak-hour passenger) Airline Departure Lounge: Install separate men and women restrooms (Amenities) Provide food vending space TSA Screening Area: Expand and reconfigure passenger queuing area (Size determined from local TSA needs)
Facility Needs – Passenger Terminal Building OPTION A-1 EXPAND DEPARTURE LOUNGE `` EXPAND DEPARTURE GATE FOOD RESTROOMS SERVICE DEPARTURE TSA / BAG LOUNGE/GATE REST SEARCH ROOMS EXPAND TSA BAGGAGE SPACE TSA SCREENING AREA TSA CHECK EXPAND TSA PROCESSING AREA
Facility Needs – Passenger Terminal Building OPTION A-2 FURTHER EXPAND DEPARTURE LOUNGE `` EXPAND FOOD DEPARTURE GATE RESTROOMS SERVICE DEPARTURE TSA / BAG REST LOUNGE/GATE SEARCH ROOMS EXPAND TSA SPACE BAGGAGE TSA SCREENING AREA TSA CHECK EXPAND TSA PROCESSING AREA
Facility Needs – Passenger Terminal Building OPTION B-1 PROVIDE OPTION FOR SECOND DEPARTURE GATE DEPARTURE LOUNGE EXPAND BUILDING AIRLINE/TSA STORAGE (GATE 2) DEPARTURE FOR BAGGAGE LOUNGE (GATE 1) SCREENING AREA AND CONFERENCE REST ROOM ROOMS FOOD EXPAND DEPARTURE GATE RESTROOMS TSA Check TSA PROCESSING AREA WITHIN EXISTING DEPARTURE GATE
Facility Needs – Passenger Terminal Building OPTION B-2 PROVIDE OPTION FOR SECOND DEPARTURE GATE DEPARTURE LOUNGE AIRLINE/TSA STORAGE EXPAND BUILDING (GATE 2) FOR BAGGAGE DEPARTURE SCREENING AREA LOUNGE TSA SPACE AND CONFERENCE (GATE 1) ROOM REST FOOD ROOMS FURTHER EXPANDED DEPARTURE GATE TSA Check RESTROOMS EXPANDED TSA PROCESSING AREA DEPARTURE GATE
Facility Needs – New GA Terminal Building Options Recommendation: Site Option B Outcome: Establish a centralized facility for general aviation users, service providers, and tenants . BUILDING 117 IDENTIFIED FOR FUTURE REMOVAL
Recommend
More recommend
