MASTER PLAN UPDATE. Planning Advisory Committee (PAC) FRESNO YOSEMITE INTERNATIONAL AIRPORT. Meeting #3

Transcription

1 MASTER PLAN UPDATE Planning Advisory Committee (PAC) FRESNO YOSEMITE INTERNATIONAL AIRPORT Meeting #3 September 20, 2017

2 Today s Agenda o Progress update o Summary of forecasts o Preliminary facility requirements o Intro to alternatives o Land use / spacing exercise o Next steps

3 PAC #5 PAC #1 PAC #2 PAC #3 PAC #4 Airport Master Plan Process Aerial Survey & Mapping We are Here Implementation Plan Pre-Planning, Study Design, Secure Grants Inventory Existing Conditions Activity & Demand Forecasting Capacity Analysis & Facility Requirements Alternative Concepts & Environmental Overview Financial Plan Final Documents & Plan Adoption ALP Plan Set Stakeholder Engagement & Planning Advisory Committee Public Workshop #1 Public Workshop #2 Public Workshop #3 Complete Current Work Future

4 Image sources: Wikimedia Commons, 9/11/17 Summary of Forecasts

5 Enplanements 1,800,000 Historic & Baseline Forecast 1,600,000 1,400,000 1,200, % AAGR 1.24M 1,000, , , , , , , , Historic Baseline

6 Enplanements 1,800,000 1,600,000 FAA Preliminary 2018 TAF Forecast Presenter note: two independent forecasts, from different perspectives, with similar results. 1,400,000 1,200, % AAGR 1.32M 1.24M 1,000, , K 600, , , Historic Baseline FAA TAF

7 Enplanements 1,800,000 1,600,000 High Growth Forecast 3.9% AAGR 1.65M 1,400,000 1,200, M 1.24M 1,000, , K 600, , , Historic Baseline FAA TAF New Entrant

8 Enplanements 1,800,000 1,600,000 PAL 3 (1.65M) Planning Activity Levels (PALs) Used for planning of terminal and parking facilities. 1,400,000 1,200,000 1,000,000 PAL 2 (1.24M) PAL 1 (1.0M) 800, , , , Historic Baseline FAA TAF High Growth

9 Aircraft Operations Total Annual Operations Baseline Forecast < Historic Projected > 158K High Growth Forecast K 117.5K Commercial GA Military Cargo

10 Based Aircraft Type Change Singleengine Multiengine Turboprop Jet (excluding 24 CANG aircraft) Growth consistent with national trends Helicopter Total

11 Airfield Requirements

12 The Fine Print Let it be known that: The data and assumptions used for the following evaluations were obtained from a combination of previous studies, construction plans, available documents and databases, interviews/meetings/discussions with the stakeholders, city and airport staff, and tenants (including the kickoff meeting and previous Planning Advisory Committee meetings) and on-site observations. Evaluations were performed using guidance from various industry and agency sources including the FAA, International Air Transport Association (IATA), Airport Cooperative Research Program (ACRP), along with professional judgement, peer airport comparisons, and best practices learned from similar projects. Depictions of preliminary alternatives or recommendations contained in this presentation are conceptual in nature and should be viewed under the premise of what would it look like if and this is one possible solution. They are meant to stir thought and discussion to help inform the development and evaluation of other possible alternatives ultimately leading to balanced recommendations for the entire airport.

13 Critical or Design Aircraft o Most demanding aircraft regularly using the airfield (current and projected) Boeing (C-IV) Boeing F (D-III) o Results in FAA Airport Reference Code (ARC) of D-IV Consistent with previous and current planning o Drives airfield requirements runways, taxiways, aprons o Dictates FAA safety, design and airspace standards safety areas, setbacks, protection zones

14 Airfield Planning Objectives o Ensure runways can serve current and potential destinations o Preserve long-term capability to accommodate future market opportunities o Enhance margin of safety where feasible o Enhance all-weather access and utility o Provide operational redundancy o Provide flexibility to accommodate new technologies and changing FAA regulations o Promote compatible land use

15 Existing Runways Runway Protection Zones (RPZ)

16 Aircraft Range w/ Existing Runway and 90% Payload Tokyo New York Hawaii Panama City Bogota Chiclayo Sydney Buenos Aires Assumptions 9,539 runway 90% payload Temperature MSL field elevation

17 Existing 8,008 Existing 9,539 Takeoff Length Needed at MTOW o MTOW = Maximum Takeoff Weight o Lesser takeoff weight or shorter runways reduce payload and/or range o Requirements calculated from specific aircraft flight planning manuals A320 (C-III) F (C-IV) (D-III) F (C-IV) Assumptions Hot day MSL field elevation Runway Length (ft)

18 Planned Runway Improvements 771 Extension Extends aircraft range and payload capabilities Enhances backup capabilities of Runway 11R/29L Increases margin of operational safety 592 Extension

19 Planned Runway Improvements Approach Light System 771 Extension Improves instrument approach minimums from ¾ to ½ mile Enhances all-weather access Extends aircraft range and Enhances payload capabilities backup capabilities of Runway 11R/29L Enhances backup capabilities of Increases Runway 11R/29L margin of operational safety Increases margin of operational Works safety with existing and emerging technologies 592 Extension Approach Light System

20 Planned Runway Improvements Expanded RPZ Approach Light System 771 Extension Requires larger RPZs Improves Will need instrument further evaluation approach minimums when ripe for from development ¾ to ½ mile Enhances Extends Consistent all-weather aircraft with previous access range and FAA Enhances payload approved capabilities ALPs backup and capabilities adopted of Runway regional 11R/29L ALUCP Enhances backup capabilities of Increases Runway Preserve 11R/29L capability margin of for operational future safety implementation through smart Increases margin of operational Works land use safety with and existing development and emerging planning technologies 592 Extension Approach Light System Expanded RPZ

21 Taxiways Based on FAA criteria, areas of concern include: o Non-standard angles o Wide expanses of pavement o Runway crossings o Hold aprons and obstacle free areas (OFAs) o Confusing intersections o Direct apron to runway access Taxiway A Group I Taxiway B Group IV Taxiway C Group IV Connectors B10 & B111 Group III Areas of Concern Center Third of Runway Taxiway OFA

22 Taxiway A by Terminal Existing Configuration & Concerns Confusing intersection and non-standard angles Taxiway B Conflict between Taxilane A and gates 16, 17 Taxilane A Taxiway A Non-movement Area Confusing intersection, non-standard angles and aircraft mix 14B 16 17

23 One Potential Configuration Consideration must be given to traffic flow, adjacent functions and land use shift Non-movement Area Objectives/Purpose Reduce potential for incident and aircraft damage Enhance operational efficiency of gates Reduce pilot/controller workload 14B

24 Terminal Requirements

25 Methodology o Average day peak month (ADPM) flight schedule provides the basis for the requirements, allowing for analysis of peak activity o Industry guidance referenced: Airport Cooperative Research Program (ACRP), Report 25, Airport Passenger Terminal Planning and Design International Air Transport Association (IATA) Airport Development Reference Manual, 10th Edition o Planning toward IATA optimum level of service (LOS) which ensures terminal functions provide good customer experience without being overbuilt

26 Arriving -- Passengers -- Departing 0:00 0:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 8:00 8:30 9:00 9:30 10:00 10:30 11:00 11:30 12:00 12:30 13:00 13:30 14:00 14:30 15:00 15:30 16:00 16:30 17:00 17:30 18:00 18:30 19:00 19:30 20:00 20:30 21:00 21:30 22:00 22:30 23:00 23:30 Terminal requirements will be based on peaking characteristics Rolling Hour Arrival and Departure Passenger Traffic Peak Total Passengers International Arrivals Arrivals 2016 Departures 2016 PAL 1 Arrivals PAL 1 Departures PAL 2 Departures PAL 2 Arrivals PAL 3 Arrivals PAL 3 Departures

27 Arrivals -- Operations -- Departures 0:00 0:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 8:00 8:30 9:00 9:30 10:00 10:30 11:00 11:30 12:00 12:30 13:00 13:30 14:00 14:30 15:00 15:30 16:00 16:30 17:00 17:30 18:00 18:30 19:00 19:30 20:00 20:30 21:00 21:30 22:00 22:30 23:00 23:30 Aircraft operational profiles inform the requirement for gates and airfield capacity Rolling Hour Flight Operations Arrivals 2016 Departures 2016 PAL 1 Arrivals PAL 1 Departures PAL 2 Arrivals PAL 2 Departures PAL 3 Arrivals PAL 3 Departures

28 Existing Aircraft Parking Layout Position Max Aircraft Boarding Type 3, 5, 7 EMB-175 Ground 6 EMB-195 Ground 8 B Planned PBB 11, 12, 14, 15, 16, 17 B PBB 14B, 15B B PBB/Ground FIS 1, FIS 2 B Ground arrival only

29 Aircraft Gating Methodology o Aircraft are gated in order of Airplane Design Group (ADG) to ensure that gating the largest and most restrictive aircraft are handled first o Preference given to gating larger aircraft at parking positions equipped with passenger boarding bridges o Minimum 20 minute buffer exists between each flight on a gate to allow for aircraft towing and schedule delays o When necessary, aircraft are towed from the parking position to allow for another flight to use the gate

30 7/5/2016 7/6/2016 7/6/2016 7/7/2 Tuesday Wednesday Wednesday Thurs 0 PM 11 PM 11 AM Existing parking positions LAX/SFO 5335/5541 accommodate 2016 flight schedule 12 AM 1 AM 2 AM 3 AM 4 AM 5 AM 6 AM 7 AM 8 AM 9 AM 10 AM BLOCKED 12 PM 1 PM 2 PM 3 PM 4 PM 5 PM 6 PM 7 PM 8 PM 9 PM 10 PM 11 PM BLOCKED 12 AM UA C LAX/ 5335/ Position B 15 DL CR9 SLC/SLC 4641/4624 UA CR7 LAX/DEN 5410/5699 AS CR7 SEA/SAN 3490/3477 AA M82 DFW/DFW 1309/1201 DEN/SFO 5565/5723 AA CR7 AA CR7 LAX/LAX LAX/LAX 7/5/2016 7/6/2016 7/6/2016 7/7/ / /3020 Tuesday Wednesday Wednesday Thursday 9 PM 10 PM 11 UA PM CR2 12 AM 1 AM 2 AM 3 AM 4 AM 5 AM 6 AM 7 AM 8 AM 9 AM 10 AM 11 AM 12 UA PMCR2 1 PM 2 PM 3 PM 4 PM 5 PM 6 PM 7 PM 8 PM 9 PM 10 PM 11 PM 12 AM UA 1 AMCR2 2 AM SFO/DEN DEN/DEN DEN/LAX DEN/SFO 5835/ / / /5723 AA CR2 PHX/PHX 3075/3038 BLOCKED AS DH4 PDX/PDX 2060/2059 AA CR7 LAX/LAX 3021/3020 DL CR9 SLC/SLC 4641/4624 UA CR7 LAX/DEN 5410/5699 AS CR7 SEA/SAN 3490/3477 AA M82 DFW/DFW 1309/1201 SFO/DEN 5835/5224 AA CR2 PHX/PHX 3075/3038 LAX/SFO 5335/5541 AS DH4 PDX/PDX 2060/2059 DEN/SFO 5565/5723 DEN/DEN 5375/5842 SFO/SFO 5347/5876 SFO/SFO 5347/5876 DL CR2 SLC/SLC DEN/LAX 4815/ /5394 AS CR7 AS CR7 SAN/PDX SEA/SEA 3478/ /3495 DL CR2 SLC/SLC AA CR7 AA 4815/4815 M82 AS CR7 LAX/LAX AS DFW/DFW CR7 SAN/PDX3097/3097 SEA/SEA 2533/ / /3495 AA CR7 AA M82 LAX/LAX DFW/DFW 3097/ /2533 AS DH4 SAN/SAN 2142/2143 AS DH4 SAN/SAN 2142/2143 AA CR7 LAX/LAX 3098/3098 UA CR7 SFO/DEN UA 5452/5931 CR7 SFO/DEN 5452/5931 DEN/SFO 5862/5395 DL CR2 SLC/SLC AA CR7 4661/4661 LAX/LAX 3098/3098 DEN/SFO 5862/5395 DL CR2 SLC/SLC 4661/4661 AS CR7 SEA/SAN 3474/3471 AS CR7 AS CR7 SEA/SAN PDX/SEA 3474/ /3491 AS CR7 PDX/SEA 3448/3491 AA CR7 LAX/LAX 3099/3099 AA CR7 LAX/LAX 3099/3099 DEN/SFO 5565/5723 AS CR7 SEA/SAN 3490/3477 AA M82 DFW/DFW 1309/1201 UA CR7 LAX/DEN 5410/5699 SFO/DEN 5835/5224 AA CR7 LAX/LAX 3021/3020 DL CR9 SLC/SLC 4641/4624 LAX/SFO 5335/5541 BLOCKED AS DH4 AS CR7 PDX/PDX 2060/2059 SEA/SAN 3490/3477 AA M82 DFW/DFW 1309/1201 AA CR2 PHX/PHX UA CR7 3075/3038LAX/DEN 5410/5699 SFO/DEN 5835/5224 DL CR9 SLC/SLC 4641/4624 AS DH PDX/P 2060/2 AA CR2 PHX/PHX 3075/ B Y4 320 TOW/GDL 950/951 FIS1 Y4 320 GDL/TOW FIS2950/951 AS CR7 SAN/SEA 3472/3489 Y4 320 GDL/TOW 950/951 Y4 320 TOW/GDL 950/951 AS CR7 SAN/SEA 3472/3489 AA CR9 AA CR9 PHX/PHX PHX/PHX 5635/ /5700 AA CR9 AA CR9 PHX/PHX PHX/PHX 5844/5660 G4 319 G4 LAS/LAS 319 LAS/LAS 1816/ /1817 AA CR9 AA CR9 PHX/PHX PHX/PHX 5748/5643 AA CR9 AA CR9 PHX/PHX PHX/PHX 5636/ /5860 AM 738 GDL/TOW 786/787 AM 738 TOW/GDL 786/787 AS CR7 SAN/SEA 3472/3489 Y4 320 GDL/TOW AM 950/ GDL/TOW 786/787 Y4 320 TOW/GDL AM /951 TOW/GDL 786/787 AS CR7 SAN/SEA 3472/3489 Y4 320 GDL/TOW 950/951 Y4 320 TOW/GDL 950/951 Regional Aircraft (Domestic) Mainline Aircraft (Domestic) International Blocked Position Peak Hour

31 Two additional gates and RON positions are required 11 AM by PAL 3 7/5/2016 7/6/2016 7/6/2016 7/7/201 Tuesday Wednesday Wednesday Thursda M 11 PM 12 AM 1 AM 2 AM 3 AM 4 AM 5 AM 6 AM 7 AM 8 AM 9 AM 10 AM 12 PM 1 PM 2 PM 3 PM 4 PM 5 PM 6 PM 7 PM 8 PM 9 PM 10 PM 11 PM 12 AM GateName 7/5/2016 LAX/SFO 7/6/2016 7/6/ /5541 Tuesday Wednesday Wednesday 9 PM 10 PM 11 PM 12 AM 1 AM 2 AM 3 AM 4 AM 5 AM 6 AM 7 AM 8 AM 9 AM 10 AM 11 AM 12 PM 1 PM 2 PM 3 PM 4 PM 5 PM 6 PM 7 PM 8 PM 9 PM 10 PM 11 PM BLOCKED 7/7/2016 LAX/SF Thursday 5335/55 12 AM 1 AM 2 AM BLOCKED B 15 15B DEN/TOW 5565/5723 AA CR7 LAX/LAX 3021/3020 DL CR9 SLC/SLC 4641/4624 SFO/DEN 5835/5224 AS CR7 SEA/SAN 3490/3477 AA M82 DFW/DFW AM 738 TOW/GDL 1309/ B/787B SFO/DEN DEN/SFO 5835/ /5723 UA CR7 LAX/DEN 5410B/5699 BLOCKED AS DH4 PDX/PDX 2060/2059 Y4 320 TOW/GDL 950B/951B AA CR7 PHX/PHX 3075B/3038 DL CR7 SLC/SLC 4641/4624 AS E75 SAN/SEA 3472A/3489A AS E75 SEA/SAN 3490A/3477A AA 738 DFW/DFW 1309/1201 LAX/SFO 5335A/5541 DL 319 ATL/ATL N101/N102 UA 319 SFO/SFO 1667/427 DEN/DEN 5375/5842 DL E75 MSP/MSP N111/N112 DEN/DEN 5375/5842 DL CR7 SLC/SLC N117/N118 AS E75 SAN/PDX 3478A/3449A SFO/SFO 5347/5876 UA E75 ORD/ORD N127/N128 DL CR7 SEA/SEA N125/N126 SFO/SFO DEN/LAX 5347/ /5394 AC CR7 DL CR7 YVR/YVR SLC/SLC N135/N A/4815A AS E75 SEA/SEA 3432A/3495A UA CR7 DEN/LAX 5645/5394 AA CR9 DL AA CR2 E75 AA 738 PHX/PHX SLC/SLC ORD/ORD DFW/DFW 5635B/5700 N129/N / /4815 UA E75 TOW/SFO AS CR7 IAH/IAHAS CR7 5565/5723 N119/N120 SAN/PDX SEA/SEA YY 737 YY / /3495 PHX/PHX LAS/LAS N131/N132 N139/N140 AA CR7 AA M82 LAX/LAX DFW/DFW 3097/ /2533 DL 319 AM 738 ATL/ATL TOW/GDL N137/N138 N143/N144 AS DH4 DL E75 SAN/SAN AS E75 MSP/MSP PDX/PDX N145/N /2143 N149/N150 UA CR7 SFO/DEN 5452/5931 DEN/SFO UA 5862/5395 CR2 DEN/SFO 5862/5395 AC CR7 YVR/YVR N157/N158 DL CR7 SLC/SLC 4661A/4661A DL CR7 SEA/SEA 3474/3471 AS E75 PDX/SEA 3448A/3491A UA CR7 SFO/SFO N161/N162 AS E75 AA CR9 DL CR2AS E75 SAN/SAN 2142A/2143A PHX/PHX 5748B/5643 SLC/SLC SEA/SAN 3474A/3471A 4661/4661 UA E75 AS IAH/IAH CR7 AS CR7 N159/N160 SEA/SAN PDX/SEA YY 737 YY 737 YY 737 YY 737 YY / /3491 DEN/DEN LAS/LAS DEN/DEN PHX/PHX LAS/LAS N121/N122 N151/N152 N153/N154 N155/N156 N163/N164 AA CR7 AA CR7 LAX/LAX LAX/LAX 3098/ /3099 DEN/TOW 5565/5723 UA CR7 LAX/DEN 5410B/5699 AS E75 SAN/SEA 3472A/3489A AS E75 SEA/SAN 3490A/3477A AM 738 TOW/GDL 786B/787B AA 738 DFW/DFW 1309/1201 SFO/DEN 5835/5224 AA CR7 PHX/PHX 3075B/3038 LAX/SFO DEN/SFO 5335/ /5723 DL CR7 SLC/SLC 4641/4624 BLOCKED DL 319 ATL/ATL N167/N168 DL CR9 SLC/SLC 4641/4624 UA 319 AS SFO/SFO CR7 1667/427 SEA/SAN 3490/3477 AA M82 Y4 320DFW/DFW TOW/GDL 950B/951B 1309/1201 SFO/DEN 5835/5224 AA CR7 LAX/LAX 3021/3020 AS DH4 PDX/PDX 2060/ FIS1 AA CR7 LAX/TOW 3021B/3020 UA CR7 LAX/DEN AM 738 GDL/TOW 5410/ B/787B AA CR2 Y4 320 TOW/MLM PHX/PHX M101/M /3038 Y4 320 GDL/TOW 950B/951B AS E75 PDX/PDX 2060A/2059A AA CR7 TOW/LAX 3021B/3020 AA E75 DFW/DFW N113/N114 AA CR7 LAX/LAX N109/N110 AA CR7 LAX/LAX 3097B/3097 AA CR9 PHX/PHX 5844B/5660 G4 319 LAS/LAS 1816/1817 AM 738 GDL/TOW N143/N144 AA E75 ORD/ORD N147/N148 AA CR7 LAX/LAX UA CR7 3098B/3098 SFO/DEN 5452/5931 AA E75 LAX/LAX 3099B/3099 AA CR9 PHX/PHX 5636B/5860 YY 737 PHX/PHX N165/N166 AA CR7 LAX/TOW 3021/3020 AM 738 GDL/TOW 786B/787B Y4 320 GDL/TOW 950B/951B Y4 320 TOW/MLM M101/M102 AS E75 PDX/PDX UA CR7 2060A/2059A LAX/DEN 5410/5699 AA CR2 PHX/PHX 3075/3038 FIS2 Y4 320 MLM/TOW M101/M102 Y4 320 MLM/TOW M101/M102 RON1 RON2 UNG1 Y4 320 UNG2 GDL/TOW 950/951 Y4 320 TOW/GDL 950/951 AS CR7 SAN/SEA 3472/3489 AA CR7 TOW/TOW 3021B/3020 TOW/TOW 5565/5723 YY 737 PHX/PHX N103/N104 YY 737 LAS/LAS N105/N106 AA CR9 PHX/PHX 5635/5700 AA CR9 PHX/PHX 5844/5660 G4 319 LAS/LAS 1816/1817 AA CR9 PHX/PHX 5748/5643 AA CR9 PHX/PHX 5636/5860 AM 738 GDL/TOW 786/787 TOW/TOW 5565/5723 AS CR7 SAN/SEA AA CR7 3472/3489 TOW/TOW 3021/3020 AM 738 TOW/GDL YY /787 PHX/PHX N169/N170 Y4 320 YY 737 LAS/LAS GDL/TOW N171/N /951 Y4 320 TOW/GDL 950/951 Regional Aircraft (Domestic) Mainline Aircraft (Domestic) International Blocked Position Peak Hour

32 Key Terminal Functions Area Existing Facilities Additional Requirements Notes Ticketing Lobby 32 common-use counter positions 2-4 kiosks by PAL 3 Optimize space to improve efficiency and use of technology 7 self-service kiosks 4,000 SF Security Screening 3 screening lanes 4,300 SF screening area PAL 2 2 screening lanes (5 total) and 1,000 SF of space PAL 3 3 more screening lanes (8 total) and 4,500 SF of space (8,800 total) Throughput of 180 passenger per hour Passenger Holdrooms Four primary holdrooms (Gates 11-17, 6 & 8, 5 & 7, 1 & 3) 19,917 SF total Lower-level holdrooms are currently undersized Approximately 2,930 SF of space by PAL 3 Assume seats provided for 70% of passengers Total hold room space is not where it needs to be

33 Key Terminal Functions Area Existing Facilities Additional Requirements Rationale and Notes Domestic Baggage Claim Two flat-plate units 267 feet of frontage No additional equipment Reallocation and optimization of space Assumes 80% of passengers claim bags Claim area clears rapidly Space congested with rental cars and meters/greeters Immigration and Customs Four passport desks (1,063 SF queue) Two primary inspection lanes (1,349 SF) and one x- ray lane (1,256 SF) By PAL 2-3 passport desks SF of queue space - 1 secondary x-ray lane Will also satisfy PAL 3 requirements Additional x-ray lane can be accommodated in existing area provided Need to evaluate with current CBP standards International Baggage Claim One flat-plate unit 99.5 feet of frontage None Assumes 85% of passengers claim bags 2,252 SF Concessions 4,800 SF pre-security 4,800 SF postsecurity PAL 1 1,400 SF of space PAL 2 4,000 SF of space (total) PAL 3 8,750 SF of space (total) Analysis based on benchmarks Shift more concessions to postsecurity Shift more towards food and beverage

34 Summary o New aircraft gates are warranted in long-term Two additional contact gates should be provided in advance of PAL 3 For flexibility, three gates should be considered o Security checkpoint requires expansion Two additional checkpoint lanes at PAL 2 Three additional checkpoints lanes at PAL 3 o Passenger holdrooms should be expanded and optimized o Permanent immigration and customs facilities should be evaluated to avoid towing of aircraft and provide improved customer service

35 Parking and Rental Car Requirements

36 Goals and Objectives o Improve customer service o Maximize net revenue o Compliment other airport functions o Continue to provide a variety of available parking products and pricing

37 Existing Parking Facilities Public Parking Type Qty Short-term 283 Long-term 1,879 Total Spaces 2,162 Total Effective Supply (95%) 2,054 Effective Supply - the amount of spaces actually available for use due to improperly parked or oversize vehicles, vehicle circulation, temporary equipment storage, or maintenance work.

38 Public Parking Occupancy Historic overnight and midday occupancy counts identify Peak and Design Day parking demand. Midday levels are approximately 35% greater than overnight. 2,000 1,800 1,600 Design Day 1,406 (6/22/16) Total Overnight Inventory Absolute peak 1,872 (11/24/16) 1,400 1,200 1, Recent 12 month period 0 6/1/2016 7/1/2016 8/1/2016 9/1/ /1/ /1/ /1/2016 1/1/2017 2/1/2017 3/1/2017 4/1/2017 5/1/2017 Design Day represents level of demand for 90% of the days that all parking products should be available to the parking patrons (i.e. 90 th percentile).

39 Projected Parking Adequacy o Occupancy counts and 2016 annual enplanements of 772,850 result in parking demand ratios of: Design Day = 2.46 spaces per 1000 enplanements Peak Day = 2.66 spaces per 1000 enplanements o Future demand grows commensurate with forecast enplanements o Surplus/deficit was calculated relative to effective supply of 2,054 spaces Period Enplanements Design Day Peak Day Demand (2.46 Ratio) Surplus/ Deficit Demand (2.66 Ratio) Surplus/ Deficit ,850 1, ,054 0 PAL 1 1,000,000 2, , PAL 2 1,240,000 3, ,298-1,245 PAL 3 1,650,000 4,059-2,005 4,389-2,335

40 Parking Area Needed 2,000 additional public spaces (±15 acres) needed to accommodate PAL 3 demand during the design day Presenter note: these blocks represent the space required to meet projected demand as compared to existing public parking lot.

41 Existing Rental Car Facilities Area Spaces Ready/Return 577 Maint./QTA 584

42 Supply and Demand Period o Recent 12 month transaction records indicate the following peak activity (i.e. Design Day): Peak week in July with 6,932 transactions Peak day was Friday w/ 730 rentals and 578 returns Peak hour was 108 rentals and 45 returns o Assumes demand grows at same rate as enplanements (3.9% AAGR) o Industry standard Ready/Return space requirement is 2.5 x peak hour rentals + returns o Maintenance/QTA industry standard is 3 times the ready/return demand Unpaved lot (±800 spaces) satisfies deficit through PAL 1 Enplanements Demand Ready/Return Surplus/Deficit (577 spaces available) Demand Maintenance/QTA Surplus/Deficit (584 spaces available) Surplus/Deficit w/ Unpaved Lot (1,384 total spaces) , PAL 1 1,000, , PAL 2 1,240, , PAL 3 1,650, ,019-1,

43 Potential Parking Expansion Sites A 6.9 AC. 860 Stalls B 5.0 AC. 600 Stalls C 3.9 AC. 480 Stalls D 7.4 AC. 920 Stalls H 8.0 AC Stalls E 9.9 AC Stalls F 16.1 AC Stalls G 9.0 AC Stalls

44 General Aviation

45 Existing Aircraft Storage Not included remain available for large charter and transient military 85,400 sf 106,900 sf Not included reserve for maintenance services Storage Area (sf) Based Transient Total Apron 678, , ,100 T-Hangar 161,800 n/a 161,800 Shared Hangar 79,800 41, , ,300 sf 566,000 sf

46 Aircraft Storage Requirements 1,000, ,000 Combined Based & Transient Aircraft 910,100 sf available 800, , , , , , , , surplus = 404,000 sf 161,800 sf available Apron/Tie-Down T-Hangar Shared Hangar deficit = 207,500 sf 121,500 sf available Unmet hangar demand currently accommodated on apron

47 Typical Shared Hangar Facility o It would take 3½ of these to accommodate 2036 demand o For comparison: ±6 ac 500 x 120 = 60,000 sf Signature TechnicAIR hangar ±34,000 sf (x6) Signature Flight Support hangar ±36,000 sf (x6) Ross main hangar ±19,000 sf (x10) Image: GoogleEarth, 9/13/17

48 Comparable Hangar Complex San Jose International Airport 21ac 59,400 sf 60,000 sf 60,000 sf 60,000 sf Image: GoogleEarth, 9/13/17

49 Potential Hangar Locations Could the existing GA area be reconfigured, redeveloped or expanded?

50 Shift Taxiway A Concept Existing Potential Group-IV Group-II Taxiway OFA Minimum FAA taxiway separation = 169 Concept hangar below Part 77 surface Requires relocation of airfield electrical vault

51 Military Facilities

52 Conceptual CANG Relocation Existing conditions Available for development 145 acres USFS Existing CANG 83 acres

53 Conceptual CANG Relocation What could it look like if CANG were able to relocate? Commercial Development 24 acres Expanded CANG 120 acres USFS Terminal/Civil Expansion 83 acres

54 Space Planning Exercise Presenter note: the attendees performed a space planning exercise to identify and discuss potential locations and their ability to accommodate the various facility needs over the planning horizon. Parking Terminal General Aviation

55 Next Steps o FAA approval of forecasts anticipated October 2017 o Finalize Working Paper #4 Facility Requirements Sept o Prepare and evaluate alternative development concepts o Next PAC meeting November/December

56 Thank You Please contact the following with comments, questions or concerns regarding the Master Plan Study Mark Davis Airports Planning Manager City of Fresno (559) Pam Keidel-Adams Kimley-Horn Kevin Clarke Kimley-Horn