Facility Requirements **DRAFT
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Orlando Sanford International Airport Master Plan Update Working Paper 4 - Facility Requirements April 2021 Notice This document and its contents have been prepared and are intended solely as information for and use in relation to SFB AMPU WS Atkins, Inc. assumes no responsibility to any other party in respect of or arising out of or in connection with this document and/or its contents. This document has 102 pages including the cover. Document history Document title: Working Paper 4 - Facility Requirements Document reference: 100063290 Revision Purpose description Originated Checked Reviewed Authorized Date Rev 1.0 Working Paper 4 CMH GF GF JCH 1/27/2021 Rev 2.0 Airport Comments CMH GF GF JCH 4/30/2021 Client signoff Client Sanford Airport Authority Project Orlando Sanford International Airport Master Plan Update Job number 100063290 Client signature/date 100063290 | 2.0 | April 2021 Atkins | SFB AMPU Working Paper 4 - v5-FINAL-CLEAN.docx Page 2 of 102 Contents Chapter Page Demand Capacity and Facility Requirements 6 4. Demand Capacity and Facility Requirements 7 4.1. Introduction 7 4.2. Design Criteria 7 4.3. Airside Capacity 14 4.4. Airspace Capacity 24 4.5. Airside Facility Requirements 43 4.6. Commercial Service Terminal Requirements 66 4.7. General Aviation Facility Requirements 79 4.8. Air Cargo Facility Requirements 87 4.9. Ground Transportation and Parking Requirements 88 4.10. Aviation Support Facility Requirements 97 Tables Table 4-1 - Aircraft Approach Category 8 Table 4-2 - Airplane Design Group (ADG) 8 Table 4-3 - Runway Design Code 9 Table 4-4 - Operations by TDG 12 Table 4-5 - Existing Critical Aircraft Requirements 13 Table 4-6 – Future Critical Aircraft Requirements 14 Table 4-7 – Future TDG Required Width 14 Table 4-8 - Airfield Operational Configurations 16 Table 4-9 - Aircraft Characteristics 16 Table 4-10 - SFB Annual Operations by Aircraft Classification - TFMSC 17 Table 4-11 - Usable Runway Exits 18 Table 4-12 - Hourly Capacity 20 Table 4-13 - Annual Service Volume Calculation 21 Table 4-14 - Demand vs. Airfield Capacity 22 Table 4-15 - Average Aircraft Delay 24 Table 4-16 - Public-Use Airports Near SFB 25 Table 4-17 - Runway Designation Calculation 44 Table 4-18 - Airplane Weight Categorization for Runway Length Requirements 45 Table 4-19 - Takeoff Distance Requirements Summary 51 Table 4-20 - Runway Width Requirements 53 Table 4-21 - Runway 9L/27R Pavement Condition Summary 54 Table 4-22 - Runway 9R/27L Pavement Condition Summary 57 Table 4-23 - Runway 9C/27C Pavement Condition Summary 57 100063290 | 2.0 | April 2021 Atkins | SFB AMPU Working Paper 4 - v5-FINAL-CLEAN.docx Page 3 of 102 Table 4-24 - Runway 18/36 Pavement Condition Summary 58 Table 4-25 - Existing & Future Runway Safety Area (RSA) Dimensions 59 Table 4-26 - Existing & Future Runway Object Free Area Dimensions 59 Table 4-27 – Existing & Future Runway Protection Zone Dimensions 60 Table 4-28 - Width Deficient Taxiways 61 Table 4-29 - Taxiway Pavement Condition 62 Table 4-30 - Taxiway Protective Surfaces Dimensions 63 Table 4-31 - Peak Hour Passenger, Operations, and Aircraft Assumptions 68 Table 4-32 - Aircraft Gate Requirements 69 Table 4-33 - Ticketing/Check-In Area Requirements 70 Table 4-34 - Security Screening Checkpoint 72 Table 4-35 - Hold Rooms 73 Table 4-36 - Concessions Requirement 74 Table 4-37 - Concessions Requirement by Concourse 75 Table 4-38 - Baggage Facilities 76 Table 4-39 - Restroom Requirements 77 Table 4-40 - Meet and Greet Area 77 Table 4-41 - Terminal Services 78 Table 4-42 - Terminal Requirements Summary 79 Table 4-43 - Planning Activity Level - General Aviation Characteristics 80 Table 4-44 - General Aviation Terminal Requirements 81 Table 4-45 - Aircraft Storage Assumptions 82 Table 4-46 - Aircraft Space Requirements (Conventional/Box Hangars) 82 Table 4-47 - Existing Based Aircraft Storage Hangars 83 Table 4-48 - Conventional Hangar Requirements 84 Table 4-49 - T-Hangar Requirements 84 Table 4-50 - Space Requirements for Based Aircraft Type 85 Table 4-51 - Existing Based Aircraft Apron 86 Table 4-52 – General Aviation Based Aircraft Apron Requirements 86 Table 4-53 - Commercial Jet Based Aircraft Apron Requirements 86 Table 4-54 - General Aviation Itinerant Aircraft Apron Requirements 87 Table 4-55 - Access Roadway Volume/Capacity 89 Table 4-56 - Baseline Passenger Distribution Assumptions 90 Table 4-57 - Baseline Curb Requirements 91 Table 4-58 - Curb Requirements Baseline - PAL 4 92 Table 4-59 - Long-Term Parking Requirements 94 Table 4-60 - Hourly Parking Requirements 95 Table 4-61 - Employee Parking Requirements 96 Table 4-62 - Rental Car Facility Requirements 97 Table 4-63 - Fuel Storage Facility Requirements 99 100063290 | 2.0 | April 2021 Atkins | SFB AMPU Working Paper 4 - v5-FINAL-CLEAN.docx Page 4 of 102 Figures Figure 4-1 - Taxiway Design Groups 11 Figure 4-2 - Average Delay Chart from AC 150/5060-5 23 Figure 4-3 - Instrument Approach Procedures Symbol Legend 26 Figure 4-4 - SFB's and ORL's Converging Instrument Approach Procedures 28 Figure 4-5 - SFB's and DED's Converging Instrument Approach Procedures - 1 29 Figure 4-6 - SFB's and DED's Converging Instrument Approach Procedures - 2 30 Figure 4-7 - SFB's and X50's Converging Instrument Approach Procedures - 1 31 Figure 4-8 - SFB's and X50's Converging Instrument Approach Procedures - 2 33 Figure 4-9 - SFB's and MCO's Converging Instrument Approach Procedures – 1 34 Figure 4-10 - SFB's and MCO's Converging Instrument Approach Procedures - 2 35 Figure 4-11 - SFB's and MCO's Converging Instrument Approach Procedures - 3 36 Figure 4-12 - SFB's and EVB's Converging Instrument Approach Procedures - 1 37 Figure 4-13 - SFB's and EVB's Converging Instrument Approach Procedures - 2 38 Figure 4-14 - SFB's and X21's Converging Instrument Approach Procedures - 1 39 Figure 4-15 - SFB's and X21's Converging Instrument Approach Procedures - 2 40 Figure 4-16 - SFB's and DAB's Converging Instrument Approach Procedures 42 Figure 4-17 - Boeing 787-8 Takeoff Distance - Standard Day (59°F) Temperature 47 Figure 4-18 - Boeing 787-8 Takeoff Distance - Standard Day + 45°F (104°F) Temperature 47 Figure 4-19 - Airbus A320 - Takeoff Distance Required - Standard Day (59°F) 48 Figure 4-20 - A320 - Takeoff Distance Required - Standard Day +59F (118F) 49 Figure 4-21 - Runway 9C/27C Required Runway Length per FAA AC 150/5325-4B's Figure 2-250 Figure 4-22 – Runway Landing Length Requirements 53 Figure 4-23 - SFB Airfield Pavement Condition Map 55 Figure 4-24 - Typical Two-Lane SSCP with AIT 71 Figure 4-25 - Highway Capacity Manual Roadway Capacity 88 Figure 4-26 - Peak Parking Occupancy Curve 93 Figure 4-27 - Long-Term Parking Requirements Summary 95 100063290 | 2.0 | April 2021 Atkins | SFB AMPU Working Paper 4 - v5-FINAL-CLEAN.docx Page 5 of 102 Demand Capacity and Facility Requirements 100063290 | 2.0 | April 2021 Atkins | SFB AMPU Working Paper 4 - v5-FINAL-CLEAN.docx Page 6 of 102 4. Demand Capacity and Facility Requirements 4.1. Introduction This chapter presents design criteria that will be used for airport-specific planning and serve as the basis of the Orlando Sanford International Airport’s (SFB’s or the Airport’s) demand/capacity and facility requirements analysis. All design standards presented in this section have been established by the Federal Aviation Administration (FAA) and industry best practices for developing airport facilities to meet existing and forecast levels of activity. This chapter compares the expected aviation demand to the existing capacities of the facilities at the Airport based on the aviation activity forecasts presented in the previous chapter of this Airport Master Plan Update (AMPU). These comparisons are then used to determine facility requirements anticipated during the 20-year planning period. Recommended facility improvements are directly related to forecast aviation activity and strive to position the Airport and surrounding community to adequately accommodate future demand. After examining the airfield design criteria (airport capacity and delay, airport reference code (ARC), design aircraft, design standards, etc.), this chapter focuses on distinct requirements of the Airport’s functional areas such as: • Airfield and Airside (Runways, taxiways, etc.) Facilities • Commercial Terminal Facilities • General Aviation Facilities • Landside, Ground Access and Parking, and Support Facilities Any shortcomings in the ability to serve the forecasted demand or meet FAA design standards are identified, and recommendations are made regarding physical improvements which could mitigate those deficiencies. 4.2. Design Criteria FAA established airport design standards were employed in this AMPU for evaluating airport facilities’ capabilities to meet existing and forecast levels of aviation activity. 4.2.1. Critical Aircraft The first step in identifying airfield facility requirements is to identify an airport’s existing and forecast critical aircraft. The FAA defines an airport’s critical aircraft as the aircraft representing the combination of the most demanding Aircraft Approach Category (AAC) and Airplane Design Group (ADG) which conducts at least 500 annual operations at that airport. The critical aircraft determines the specific separation and airfield design standards required by the FAA to be applied to airport facility design; runway/taxiway separation, runway/taxiway widths, etc. Those standard requirements may be specific to each runway and associated taxiways at an airport. The current Airport Design AC 150/5300-13A includes specific taxiway standards based on Taxiway Design Groups (TDGs). A taxiway’s TDG classification is based on the characteristics of the largest aircraft frequenting that taxiway including the outer to outer Main Gear Width (MGW) and Cockpit to Main Gear (CMG) distances. It is important to note that different elements of an airport can be defined by different critical aircraft.