01c-ATCH C Scott AFB IFS 9-6-19 reduced.pdf
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- FY25 Multiple Award Paving Contract (MAPC) - Recompete Federal contract opportunity
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- FA440725R0001
About this file
The document is the Scott Air Force Base Installation Facilities Standards (IFS), a comprehensive 155-page architectural and design guidelines manual for facilities and infrastructure at Scott Air Force Base. The manual provides detailed standards for installation elements, site development, facilities exteriors, and facilities interiors across four facility groups, ranging from high-visibility administrative spaces (Group 1) to industrial and residential facilities (Group 4).
The IFS covers extensive design requirements including street layouts, landscaping, building materials, architectural features, interior finishes, and site furnishings. Key standards include using a consistent color palette (primarily earth tones), prioritizing sustainability, maintaining architectural compatibility, and selecting durable, low-maintenance materials. The document is designed to be a "living document" that can be updated by base-level personnel, ensuring consistent design standards across the installation while allowing flexibility for specific mission needs and local climate considerations. It provides specific guidance on everything from brick selection and roof types to interior flooring and signage, with the overarching goal of creating a professional, efficient, and visually cohesive base environment.
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Text version
Scott AFB IFS
6 SEPTEMBER 2019
SCOTT AIR FORCE BASE
INSTALLATION FACILITIES STANDARDS (IFS)
Installation Elements
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Site Development
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Facilities Exteriors
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Facilities Interiors
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Installation Elements Site Development Facilities Exteriors Facilities Interiors
APPROVED FOR PUBLIC RELEASE; DISTRIBUTION UNLIMITED
Signature Field
FREDIN.PAUL.WILLIAM.113903110
Digitally signed by
FREDIN.PAUL.WILLIAM.1139031101
Date: 2019.09.26 07:29:56 -05'00'
AIR FORCE
INSTALLATION
FACILITIES
STANDARDS
Scott Air Force Base IFS
Table of Contents
A. OVERVIEW
A01. Facility Hierarchy
A02. Facility Quality
A03. Facility Districts
B. INSTALLATION ELEMENTS
B01. Comprehensive Planning
B01.1. Installation Development Plan (IDP)
B01.1.1. IFS Component Plan of IDP B01.1.2. Brief History of Base B01.1.3. Future Development
B02. Street Envelope Standards
B02.1. Hierarchy of Streets
B02.1.1. Arterial Streets B02.1.2. Collector Streets B02.1.3. Local Streets B02.1.4. Special Routes
B02.2. Hierarchy of Intersections
B02.2.1. Arterials B02.2.2. Arterial/Collector B02.2.3. Collectors B02.2.4. Special Intersections B02.2.5. Street Frontage Requirements B02.2.6. Sight Lines
B02.3. Street Elements
B02.3.1. Paving B02.3.2. Curb and Gutter B02.3.3. Utility Service Elements B02.3.4. Traffic Signs B02.3.5. Street Lighting B02.3.6. Other
B03. Open Space / Public Space
B03.1. Plazas, Monuments and Static Displays
B03.1.1. Paved Plazas B03.1.2. Sculptures, Markers and Statuary B03.1.3. Static Display of Aircraft
B03.2. Grounds and Perimeters
B03.2.1. Parade Grounds B03.2.2. Parks
B03.2.3. Preserves B03.2.4. Perimeter Fence
C. SITE DEVELOPMENT
C01. Site Design
C01.1. Site Design Considerations
C01.2. Building Orientation
C02. Utilities
C02.1. Utility Components
C03. Parking Areas
C03.1. Configurations and Design
C03.1.1. Paving and Striping C03.1.2. Curbing C03.1.3. Internal Islands and Medians
C03.2. Parking Structures
C03.3. Connectivity
C04. Stormwater Management
C04.1. Stormwater Requirements
C05. Sidewalks, Bikeways and Trails
C05.1. Circulation and Paving
C05.1.1. Ramps and Stairs C05.1.2. Lighting
C06. Landscape
C06.1. Climate-based Materials
C06.1.1. Landscape Design Concept C06.1.2. Xeriscape Design Principles C06.1.3. Minimizing Water Requirements C06.1.4. Plant Material Selection C06.1.5. Water Budgeting (Hydrozones) C06.1.6. Base Entrance Landscaping C06.1.7. Streetscape Landscaping C06.1.8. Pedestrian Circulation Landscaping C06.1.9. Parking Lot Landscaping C06.1.10. Screen/Accent Landscaping C06.1.11. Other
C07. Site Furnishings
C07.1. Furnishings and Elements
Table of contents continued on next page
Table of contents continued
C07.2. Site Furnishings Products, Materials / Color .. 58
C07.2.1. Barbeque Grills C07.2.2. Benches C07.2.3. Bike Racks C07.2.4. Bike Lockers C07.2.5. Bollards C07.2.6. Bus Shelters C07.2.7. Drinking Fountains C07.2.8. Dumpster Enclosures / Gates C07.2.9. Fencing C07.2.10. Flagpoles C07.2.11. Lighting – Landscape / Accent C07.2.12. Litter and Ash Receptacles C07.2.13. Picnic Tables C07.2.14. Planters – Free Standing C07.2.15. Play Equipment C07.2.16. Screen Walls C07.2.17. Tree Grates C07.2.18. Other
C08. Exterior Signs
C08.1. Colors and Types
C08.1.1. Materials and Color Specifications C08.1.2. Installation and Gate Identification Signs C08.1.3. Building Identification Signs C08.1.4. Traffic Control Devices (Street Signs) C08.1.5. Directional and Wayfinding Signs C08.1.6. Informational Signs C08.1.7. Motivational Signs C08.1.8. Parking Lot Signs C08.1.9. Regulatory Signs C08.1.10. Other
C09. Lighting
C09.1. Fixtures and Lamping
C09.2. Light Fixture Types
C09.2.1. Street Lighting C09.2.2. Parking Lot Lighting C09.2.3. Lighted Bollards C09.2.4. Sidewalk Lighting C09.2.5. Walls / Stairs Lighting C09.2.6. Other
D. FACILITIES EXTERIORS
D01. Supporting the Mission
D02. Sustainability
D03. Architectural Features
D03.1. Orientation, Massing and Scale
D03.2. Architectural Character
D03.3. Details and Color
D03.3.1. Climate-based Data D03.3.2. Natural Ventilation System D03.3.3. Thermal Mass
D03.3.4. Thermal Shading D03.3.5. Renewable Heating/Cooling D03.3.6. Solar Photovoltaic System D03.3.7. Solar Thermal System
D04. Building Entrances
D04.1. Primary Entrances
D04.2. Secondary Entrances
D05. Wall Systems
D05.1. Hierarchy of Materials
D05.2. Layout, Organization and Durability
D05.3. Equipment, Vents and Devices
D05.4 Wall Systems Materials
D05.4.1. Flat Metal Panels D05.4.2. Brick Veneer D05.4.3. Architectural Precast D05.4.4. Stucco Over Sheathing D05.4.5. Curtain Wall D05.4.6. Cast-in Place Concrete D05.4.7. Tilt-up Concrete D05.4.8. Ribbed Metal Sheeting
D05.4.9. EIFS
D05.4.10.GFRC
D05.4.11.Concrete Block D05.4.12. Fiber Cement Siding D05.4.13. Other
D06. Doors and Windows
D06.1. Types
D06.2. Layout and Geometry
D06.3. Glazing and Shading
D06.4. Hardware
D06.5. Doors and Windows Materials
D06.5.1. Anodized Aluminum D06.5.2. Hollow Metal D06.5.3. Aluminum-clad Wood D06.5.4. Other
D07. Roof Systems
D07.1. Roof Type and Form
D07.2. Roof Slope
D07.3. Parapets and Copings
D07.4. Color and Reflectivity
D07.5. Gutters, Downspouts, Scuppers, Drains
D07.6. Roof Vents and Elements
D07.7. Clerestories and Skylights
D07.8. Vegetated Roof
Table of contents continued on next page
Table of contents continued
D07.9. Roof Systems Materials
D07.9.1. Standing Seam Metal D07.9.2. Membrane Single-ply D07.9.3. Built-up Multi-ply D07.9.4. Concrete Tile D07.9.5. Clay Tile D07.9.6. Slate Shingles D07.9.7. Vegetated System D07.9.8. Ribbed Metal Sheeting D07.9.9. Composite Shingles D07.9.10. Other
D08. Structural Systems
D08.1. Systems and Layouts
D08.2. Structural Systems Materials
D08.2.1. Concrete D08.2.2. Insulated Concrete Forming (ICF) D08.2.3. Steel D08.2.4. Pre-Engineered Steel D08.2.5. Masonry D08.2.6. Heavy Timber D08.2.7. Light-gauge Steel D08.2.8. Lumber Framing D08.2.9. Other
D09. Mechanical, Electrical and Plumbing
D09.1. Passive and Active Systems
D09.2. Functionality and Efficiency
E. FACILITIES INTERIORS
E01. Building Configurations
E01.1. Layout and Common Areas
E01.1.1. Interior Design Process E01.1.2. Codes and Regulations
E01.2. Quality and Comfort
E02. Floors
E02.1. Floor Materials
E02.1.1. Prepared Slabs E02.1.2. Natural Stone and Terrazzo E02.1.3. Quarry Tile E02.1.4. Ceramic Tile E02.1.5. Resilient Floor E02.1.6. Carpet E02.1.7. Rapidly-Renewable Products E02.1.8. Other
E03. Walls
E03.1. Wall Materials
E03.1.1. Concrete E03.1.2. Masonry E03.1.3. Ceramic Tile E03.1.4. Gypsum Board E03.1.5. Metal Panels E03.1.6. Wood Paneling E03.1.7. Rapidly-Renewable Products E03.1.8. Other
E04. Ceilings
E04.1. Ceiling Materials
E04.1.1. Exposed Framing (Roof / Floor Structure Above) E04.1.2. Exposed Concrete E04.1.3. Grid and Acoustical Tile E04.1.4. Gypsum Board E04.1.5. Metal Panels E04.1.6. Wood E04.1.7. Rapidly-Renewable Products E04.1.8. Other
E05. Doors and Windows
E05.1. Doors and Windows and Frames Materials
E05.1.1. Aluminum E05.1.2. Hollow Metal E05.1.3. Wood E05.1.4. Other
E06. Casework Systems
E06.1. Casework Materials
E06.1.1. Plastic Laminate E06.1.2. Solid Polymer Surface E06.1.3. Rapidly-Renewable Products E06.1.4. Metal E06.1.5 Other
E06.2. Countertop Materials
E06.2.1. Plastic Laminate E06.2.2. Solid Polymer Surface E06.2.3. Natural Stone E06.2.4. Cast Stone E06.2.5. Metal E06.2.6 Other
E07. Furnishings
E07.1. Durability and Serviceability
E07.2. Accessories
E08. Interior Signs
E08.1 Types and Color
E08.2. Interior Signs Materials
E09. Lighting, Power and Communication
E09.1. Functionality and Efficiency
E09.2. Types and Color
F. Appendices
G. Appendices
Version 02.00.11
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A. OVERVIEW
Comply with Air Force Corporate Standards for Overview:
http://afcfs.wbdg.org/index.html
This Installation Facilities Standards (IFS) document is part of the Air Force Corporate Facilities Standards (AFCFS) program to assist bases in implementing and maintaining facilities standards as appropriate for efficient operations within the respective climate region. IFS fully replaces, consolidates and simplifies existing facilities standards documents, such as the Architectural Compatibility Plan (ACP) or ACGs, FEPs, etc., and organizes information using the same structure, or Table of Contents, as the AFCFS website.
IFS reflects the AFCFS’ concepts of "Facility Hierarchy" (categorizing facilities into group numbers) and “Facility Quality” (assigning an appropriate level of quality to each group number) and applies these principles at the base level. Applicable DoD and Air Force criteria such as UFCs, AFIs, Memoranda, and UFGSs (Guide Specs) are referenced and linked within IFS to ensure the document is always current.
Navigating within this IFS is efficient and straightforward. Please use the interactive Table of Contents to locate subject matter, and click on the title of a section to access it. From any page, click on the “Back to Table of Contents” footer to return. Content is organized into 4 major sections: Installation Elements, Site Development, Facilities Exteriors and Facilities Interiors.
This IFS document begins as a fill-in PDF form, which is fully editable, and becomes a "living document" that can be regularly updated by base-level personnel following a format that is consistent across the Air Force. While the format is standardized, IFS content is customized for base operations and the local climate to ensure mission success while emphasizing reduced maintenance and reduced initial costs, life-cycle costs, energy use, and water use.
1. Conformance to Air Force Corporate Facilities Standards (AFCFS) and Installation Facilities Standards (IFS) are required by Air Force Instruction (AFI) 32-1023 and Air Force Memorandum. Please refer to the AFCFS website for links to documentation on current policy.
2. Requests to deviate from any installation facilities standards, that are Unified Facilities Criteria (UFC) requirements, will follow the process outlined in the AFCFS for UFC waivers and exemptions.
3. The IFS is a component plan of the Installation Development Plan (IDP) per Air Force Instruction (AFI) 32-7062 (replacing the Architectural Compatibility Plan). All military construction projects and Non-Appropriated Funds (NAF) facilities are required to comply with the IDP and its IFS component plan by AFI 32-1023. The Base Civil Engineer (BCE) maintains and implements the IDP and its component plans, to include the IFS.
4. Please refer to the AFCFS website as a portal to reference materials and requirements documents for design and construction projects (via links). Specific references to current DoD memoranda and Air Force criteria are updated periodically to provide the most current guidance and requirements. Programming, design and contract documents should list “current edition” for all reference and requirements documents. The documents in force at the date of execution of the design and/or construction contract shall be the governing version.
5. Advanced Modeling Requirements:
For all Air Force projects requiring advanced modeling, to include 3D visualization, Building Information Modeling (BIM), facility data, quantity take-off, geospatial, etc., follow the Army standards. Refer to USACE Minimum Model Matrix (M3) and Project Execution Plan (PxP) which outline required model uses. Refer to CAD BIM Technology Center (Contract Requirements) for more information on M3 and PxP.
6. Joint Bases shall implement IFS under their Joint-Base designation with volume numbers for individual installations following the IFS Development Tool template. For example, for Joint Base Langley-Eustis, provide: Vol. 1 Langley AFB and Vol. 2 Fort Eustis.
7. References and Supplementary Documents listed in Appendix G are included in these Installation Facilities Standards by reference and are fully part of this document. Please refer to Appendix G for a listing of documents, which are available via hyperlink for viewing and downloading.
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932nd Airlift Wing and Flightline Facilities
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Historical Monuments and Facilities
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Tower at McCullough Road
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Recreation Area Water Feature
A01. FACILITY HIERARCHY
Comply with AF Corporate Standards for Facility Hierarchy (and subsections):
http://afcfs.wbdg.org/facility-hierarchy/index.html
A02. FACILITY QUALITY
Comply with AF Corporate Standards for Facility Quality (and subsections):
http://afcfs.wbdg.org/facility-quality/index.html
A03. FACILITY DISTRICTS
Comply with AF Corporate Standards for Facility Districts (and subsections):
http://afcfs.wbdg.org/facility-districts/index.html
Page 7 of 155Scott Air Force Base IFS Back to Table of Contents
Note: Apply the base-wide standards in this IFS for Installation Elements, Site Development, Facilities Exteriors and Facilities Interiors (products, materials, color, etc.). Following application of the base-wide standards, refer to the Appendix and apply any additional requirements specifically related to the Facility District.
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B. INSTALLATION ELEMENTS
Comply with Air Force Corporate Standards for Installation Elements:
http://afcfs.wbdg.org/installation-elements/index.html
B01. COMPREHENSIVE PLANNING
Comply with Air Force Corporate Standards for Comprehensive Planning:
http://afcfs.wbdg.org/installation-elements/comprehensive-planning/index.html
B01.1. Installation Development Plan (IDP)
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Department of Defense, Department of the Air Force and Air Force Base Criteria
1. The Base Civil Engineer is responsible for developing, maintaining and implementing the installation’s Comprehensive Planning documents and to ensure that the Installation Development Plan (IDP) is prepared, maintained, and implemented following AFI 32-7062.
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B01.1.1. IFS Component Plan of IDP
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Installation Elements: Base-wide Infrastructure
Site Development
Facilities Exteriors
Facilities Interiors
1. The Base Civil Engineer is responsible for maintaining Installation Facilities Standards (IFS) as a Component Plan of the base’s Installation Development Plan (IDP).
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B01.1.2. Brief History of Base
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Scott Field c. 1917
Early Aircraft at Scott Field
DH-4
Ford C-4A
On April 6, 1917, the United States Congress declared war on Germany and formally entered World War I, which had been raging in Europe since 1914. The entrance into the war meant the U.S. War Department needed to bolster the armed forces, which only had 140,000 active duty soldiers and a handful of airplanes. During this time, Secretary of War Newton Baker advocated an expanded role in aviation increasing the number of planes and air fields.
Business and political leaders on both sides of the Mississippi River wanted the Midwest chosen as a site for one of the new “flying fields.” Aerial expert Albert Bond Lambert joined the St. Louis Chamber of Commerce and directors of the Greater Belleville Board of Trade to negotiate a lease agreement for nearly 624 acres of land near the town of Belleville, Illinois.
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The War Department signed the lease on June 14, 1917, in which it paid seven landowners $7,400 a year with the option to buy the land for $122,895.Congress appropriated $10 million for the field’s construction and more than 2,000 workmen were given instructions to build sixty buildings in sixty days, lay a mile-long railroad spur, and construct a 1,600 foot landing circle.
During its construction, the field was named in honor of Corporal Frank Scott. In 1911, Corporal Scott and Lieutenant Lewis Rockwell took off on a Wright Type-B biplane at College Park, Maryland. Though the take off and flight went smoothly, the plane developed engine problem during the landing and crashed. Corporal Scott was killed instantly and Lieutenant Rockwell died later that evening. The decision to name the aviation site at Belleville after Corporal Scott is a lasting tribute to those who lost their lives during the early years of military aviation. Today, Scott is the only Air Force base to be named after an enlisted person.
After construction was completed in the August 1917, the first flight from Scott Field took off on September 2 and flying instruction began on September 11. Scott Field’s main mission was to train pilots and mechanics on the Standard Trainers and then the Curtiss JN-4D “Jenny.” It was standard for units to organize and train at Scott Field before deploying to Europe.
In 1917, flying planes was precarious at best. Early planes were made from wood, fabric, and wire and were dangerous to fly.
When a student crashed, he faced a long walk back to the training field or, if in luck, a long drive to the nearest medical treatment center. The need for crash crews became immediately apparent as did the need for aeromedical evacuation aircraft and personnel. This lead to the development of the earliest Aeromedical Evacuation aircraft and Scott Field transported its first patient on August 24, 1918.
When the war ended on November 11, 1918, Scott Field’s future became uncertain. The armed forces were urged to decrease the size of the military and many training facilities, such as Scott Field, feared the chopping block. Welcomed news came in 1919 when the War Department announced its decision to purchase Scott Field for nearly $120,000 instead of closing it. In 1921 Scott Field’s mission changed from training pilots and was selected to become a lighter-than-air station. The facility underwent a growth spurt and added many new buildings in order to accommodate the new mission. The most notable addition was the airship hangar and was second in size only to the naval station in Lakehurst, New Jersey where the airship Hindenberg met its disastrous fate in 1937.
Not only was Scott Field involved in training lighter-than-air personnel, but its personnel were in involved with advancing lighter-than-air science and understanding the upper atmosphere. In 1927, Scott Field supported Captain Hawthorne C. Gray’s three attempts to break the world free balloon altitude record of 40,809 feet. On his second attempt he reached an altitude of 42,410 feet, but the attempt did not make record books because Captain Gray had to jump from the balloon as it was landing. He reached 42,410 feet during his final attempt, but died during the flight and his record was nullified.
By 1937 the lighter-than-air mission was scrapped in favor of Scott becoming the new home to the General Headquarters Air Force. Scott Field was granted $7.5 million and over 1,500 acres for building expansion. With the threat of war looming, General George C. Marshall, Army Chief of Staff, decided not to move General Headquarters Air Force to Scott, but the decision did not halt the expansion of the field. Instead, Scott Field’s mission changed to communications training.
On July 1, 1939, the Basic School of the Air Corps Technical School transferred to Scott Field from Chanute Field, Illinois, with the first students arriving in September 1939. Even as it was just beginning, the communications training mission continued to grow.
By 1941 Scott Field received an additional $300,000 for construction to be able to handle approximately 5,800 students. By the onset of World War II, Scott Field was well on its way to earning the title of Communications University of the Army Air Forces and adopted the slogan, “The best damn radio operators in the world.” By 1942, Scott Field hosted foreign students from China, France and other Allied partner nations and, in 1943, became the home of the 58th Woman’s Army Auxiliary Corps (WAACS).
The U.S. Air Force became a separate service in 1947 and Scott Field officially became Scott Air Force Base on January 13, 1948.
Scott’s communications training mission continued into the 1950s, and the base’s aeromedical mission continued to grow. By the end of 1950, Douglas C-54 Skymasters were bringing 200 patients a week to Scott from Korea. In August 1957, many of Scott’s radio courses moved to Lackland Air Force Base, Texas, and by 1959 the remaining courses were either phased out or moved to other bases.
In October 1957, responsibility for Scott moved from Air Training Command (ATC) to Military Air Transport Service (MATS). As a consequence of the realignment, Scott’s wing host, the 3310th Technical Training Wing was redesignated on October 1, 1957, as the 1405th Air Base Wing. In the years following the transition, Scott‘s central location and extensive medical facilities led to it becoming an aeromedical evacuation hub. On June 1, 1964, the 1405th was redesignated as the 1405th Aeromedical Transport Wing in conjunction with its assuming responsibility for all aeromedical evacuation operations within the continental United States. However, the 1405th would only fill this role for about 18 months due to a major airlift reorganization.
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As part of an Air Force consolidation of strategic, tactical, and logistics airlift under one command, MATS was redesignated as Military Airlift Command (MAC) on January 1, 1966. In support of the reorganization, the 375th Troop Carrier Wing was redesignated in December 1965, as the 375th Aeromedical Airlift Wing (AAW), and was subsequently activated and organized on Scott AFB on January 12, 1966. In accordance with the activation order, the 375th assumed all the resources and manpower of the 1405th as that wing was discontinued. The addition of a fleet of C9A Nightingales in 1968 further expanded the 375th’s aeromedical mission and by 1970 the 375th AAW moved an average of 60,600 patients a year mainly from the Vietnam Theater.
In 1973 the Paris Peace Accords were signed and ended the United States’ involvement in the Vietnam War. That same year, the 375th AAW’s Patient Airlift center coordinated 61 aeromedical missions to bring 367 former POWs back to the U.S. in Operation
HOMECOMING.
By 1978 the 375th took on the mission of Operational Support Airlift and was managing a dispersed continental fleet of T-39A Saberliners which flew a combined 92,000 hours a year flying passengers and cargo around the world. The T-39As were eventually phased out in 1984 and Scott received C-21A Learjets.
Big changes occurred in the 1990s. In 1991 the 375th AAW became the 375th Airlift Wing and, in 1992, the Military Airlift Command inactivated and its personnel and assets were combined with others to form Air Mobility Command (AMC) headquartered at Scott. In that same year, the Tanker Airlift Control Center (TACC) began operations at Scott and optimized air refueling and the way military cargo and passengers reached their destination. In 1998, the MidAmerica Airport moved to Scott as did the 126th Air Refueling Wing in 1999.
Into the 2000s, AMC went through a major reorganization to establish its warfighting headquarters. AMC‘s Fifteenth and Twenty- First Air Forces became Expeditionary Mobility Task Forces in 2003. They, along with all AMC‘s wings and independent groups realigned to a newly activated Eighteenth Air Force on Scott AFB. The new ready mobility operations capability would speed support for contingencies and humanitarian missions. The retirement of the C-9A Nightingale and the reduction of the C-21A fleet led to a flying mission restructuring that today has Scott using a diverse mix of assigned and non-assigned aircraft to support aeromedical airlift, operational support airlift and air refueling missions.
While all these changes occurred, Scott AFB continued to play a crucial role in military operations and worldwide events.
Following the terrorist attacks on September 11, 2001, the TACC ensured military planes stayed in the air by means of air refueling and that search and rescue crews arrived safely in New York and Washington D.C. From September 18, 2001 to December 2015, AMC aircraft, including those from the 375th, completed over 138,624 sorties and transported 2,779,261 passengers and 1,484,469 tons of cargo in Operation ENDURING FREEDOM and AMC tankers offloaded 523,981,520 pounds of fuel to 32,531 receiving aircraft in Operation NOBLE EAGLE.
On August 30, 2005, a team from the 375th Aeromedical Evacuation Squadron deployed to Kessler AFB, Mississippi and airlifted victims from areas devastated by Hurricane Katrina. A few days later on September 6, over 200 375th members supported Joint Task Force Katrina. Medical Group personnel set up a medical evacuation center at the Louis Armstrong International Airport in New Orleans while Civil Engineer members helped with cleanup, restoration of utilities, and establishment of a tent city for the 82nd Airborne Division.
The 906th Air Refueling Squadron moved (without personnel and equipment) from the 319th Operations Group, Grand Forks AFB, North Dakota, to the 375th Operations Group, Scott AFB. The 906th became an active associate unit flying the KC-135R Stratotanker aircraft of the 126th Air Refueling Wing, Illinois Air National Guard. In conjunction with the 906th‘s realignment, the 375th Airlift Wing was redesignated as the 375th Air Mobility Wing.
Today Scott AFB continues to be the home of the 375th Air Mobility Wing, the 618th AOC (TACC), the 18th Air Force, Air Mobility Command, and the United States Transportation Command.
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B01.1.3. Future Development
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Adjacent Open Space
1. Follow AFI 32-7062 for Air Force Comprehensive Planning, the Comprehensive Planning Process, Comprehensive Planning Requirements, and Geospatial Mapping.
2. Address all future development under the Installation Development Plan (IDP).
B02. STREET ENVELOPE STANDARDS
Comply with Air Force Corporate Standards for Installation Elements:
http://afcfs.wbdg.org/installation-elements/index.html
Comply with AF Corporate Standards for Street Envelope Standards:
http://afcfs.wbdg.org/installation-elements/street-envelope-standards/index.html
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B02.1. Hierarchy of Streets
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Hierarchy of Streets
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Street Envelope Section
1. Develop and evolve a hierarchical transportation network of arterial, collector and local streets following UFC 3-201-01 and its industry references.
2. Provide consistent functionality throughout the installation and a level of visual quality relating to the adjacent Facility Group number.
3. Routes along facilities in Group 1 may have materials, finishes and features with a higher visual quality than Groups 2, 3 and 4.
Reduce maintenance requirements by installing highly durable materials and finishes in routes along Group 3 industrial facilities.
4. Special routes may have a visual quality comparable to those along facilities in Group 1.
5. Create and maintain arterials with two lanes of traffic in each direction with landscaped or paved medians as applicable to the local climate and adjacent facility group designation / land use.
6. Minimize stops and turns along arterials. Eliminate on-street parking along arterials and collector streets.
7. Connect arterials to local streets with appropriately scaled collector streets.
8. Provide appropriate landscape setbacks and pedestrian buffers along all streets.
9. Minimize and consolidate curb cuts along streets.
10. Ensure access for emergency and service vehicles.
11. Define bicycle traffic routes in the Installation Development Plan or its applicable component plans.
12. Define appropriate force protection features, site furnishings, signs, lighting, utilities, and paving in the IFS.
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B02.1.1. Arterial Streets
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Travel Lane (a): 12’ Median (b): 12’ Curb and Gutter (c): 2’ Sidewalk / Landscape (d): 12’) Setback (f): Min. 35' or per ATFP
Paved Median
Divided Arterial
1. Stops and turns should be minimized and on-street parking shall not be allowed at any point along arterial streets.
2. Provide sidewalks on at least one side of arterial streets and both sides of arterial streets in developed areas. Provide a 6 foot buffer between the road and sidewalk where space allows.
3. Limit curb cuts on arterial streets to entries into major facilities, building groups and major parking areas.
4. Signs, plantings and street lighting should be added to reinforce the importance of arterial streets.
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B02.1.2. Collector Streets
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Travel Lane (a): 12’ Median (b): N/A Curb and Gutter (c): 2’ Landscape (d): 10’ Sidewalk (e): 6’ Setback (f): Min. 35' or per ATFP
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Collector Street in the Historic District
1. Traffic stops are frequent and speeds are low on collector streets.
2. Provide sidewalks on at least one side of collector streets. Buffers are preferred but not required on collector streets.
3. On street parking may be allowed on one side where secondary roads are over 28 feet wide but not less than 34 feet wide.
Parking shall not interfere with intersections or traffic flow.
4. Signs, plantings and street lighting should be added to reinforce the importance of arterial streets.
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B02.1.3. Local Streets
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Travel Lane (a): 11’ Median (b): N/A Curb and Gutter (c): 1.5’ Landscape (d): 15’ Sidewalk (e): 6’
Local Streetscape
Landscaped Cul-de-sac
1. Traffic stops are frequent and speeds are low on collector streets.
2. Provide sidewalks on at least one side of collector streets. Buffers are preferred but not required on collector streets.
3. On street parking may be allowed on one side where secondary roads are over 28 feet wide but not less than 34 feet wide.
Parking shall not interfere with intersections or traffic flow.
4. Signs, plantings and street lighting should be added to reinforce the importance of arterial streets.
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5. Cul-de-sacs are to only be used in the military housing area. The minimum radius for cul-de-sacs shall be 50’.
B02.1.4. Special Routes
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Distinguished Visitor Route Decorative Paving
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Colored Pavers Crosswalk at Group 1
1. Develop all special routes consistently with those adjacent to Group 1 facilities.
B02.2. Hierarchy of Intersections
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Signalized Intersection
Controlled Access
Local Street Intersection
1. Provide a hierarchy of intersections to include arterial, arterial-collector, collector, collector-local and local following UFC 3-201-01 and its industry references.
2. Passive systems such as traffic circles are preferred to active systems such as signalized intersections. Aggressively pursue passive systems to lower maintenance requirements and reduce energy use.
3. Use a level of visual quality for an intersection equal to the quality found in the related streetscape, which corresponds to the adjacent Facility Group number.
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B02.2.1. Arterials
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Coordinated Street Elements
1. Provide an informal grouping of low lying native ground cover and shrubs with trees as a backdrop at all four corners.
Monument walls may be used adjacent to Group 1 facilities. Maintain appropriate sight lines at all intersections.
B02.2.2. Arterial/Collector
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1. Provide an informal grouping of low lying native ground cover and shrubs with trees as a backdrop at all four corners. Maintain appropriate sight lines at all intersections.
B02.2.3. Collectors
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1. Provide an informal grouping of low lying native ground cover and shrubs with trees as a backdrop at all four corners. Maintain appropriate sight lines at all intersections.
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B02.2.4. Special Intersections
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DV Route at Historical Hangar
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Colored Pavers
1. Develop all special intersections consistently with those adjacent to Group 1 facilities or along the designated special route.
B02.2.5. Street Frontage Requirements
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1. Consistently maintain open space buffers following B03.2.3. Preserves.
2. Refer to C06.1.7. Streetscape Landscaping for planting and screen wall requirements along street frontage.
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B02.2.6. Sight Lines
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Preserved Sight Lines
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Coordinated Intersection Elements
1. Provide adequate sight lines for an effective and safe traffic operation per American Association of State Highway and Transportation Officials (AASHTO) standards and local municipality guidelines.
B02.3. Street Elements
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Integrate ATFP Systems
Coordinated Utility Features
Cohesive Storm Drainage Elements
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Organized Appearance
Harmonizing Landscape Elements
Consistent Color
1. Emulate the streetscape area’s pre-development hydrology using passive and active design features to help sustain the adjacent regionally appropriate landscape. Coordinate with the base Stormwater Management Plan.
2. Employ systems, materials and techniques to maximize streetscape sustainability. Consider pervious paving and reflectivity of surfaces appropriate for the local climate.
3. Install at-grade curbing and/or raised-profile curb and gutter as applicable to direct stormwater to bioswales and rain gardens as source water for vegetation. Do not paint concrete curbing.
4. Provide all on-site utility service lines and equipment below grade when adjacent to Facility Group 1. In routes along Group 2, 3 and 4, when mounting elements such as utility cabinets, communications equipment and water valves above grade is unavoidable, paint these consistently and provide visual screening following Installation Facilities Standards (IFS).
5. Provide traffic control devices including access control point/entry control facility signs, speed limit signs and street name signs following the current edition of the Manual on Uniform Traffic Control Devices (MUTCD) per UFC 3-120-01.
6. Crosswalk markings shall follow the MUTCD for Streets and Highways, current edition. Provide white markings that define the edges of the crosswalk or a tone of lines defining the area of the crosswalk consistent with common practices found in the adjacent municipality.
7. Follow UFC 3-120-01 for directional and wayfinding signs and address both vehicular and pedestrian traffic.
8. Reduce energy consumption and reduce maintenance requirements by providing street lighting only when functionally required to ensure safety and to address antiterrorism following UFC 4-010-01. Ensure the quality and quantities of lighting and fixtures are appropriate for the adjacent Facility Group number.
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B02.3.1. Paving
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Bitumenous Concrete Paving
1. Pavement design shall comply with UFC 3-250-01. Ensure appropriate analysis and design of subgrade conditions to promote low maintenance, high performance pavements. Apply all applicable best practices from Appendix B of the UFC.
2. Materials shall be specified in accordance with UFC 3-250-01 and must conform to requirements set forth in the Unified Facility Guide Specifications (UFGS) for concrete and bituminous pavement.
B02.3.2. Curb and Gutter
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Group 1, 2 and 3 Section
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Group 4 Section
1. Continuous concrete curbs shall be provided at paved roads and parking areas adjacent to Group 1, Group 2 and Group 4 facilities. Asphalt curbs are not permitted.
2. Integral concrete curb and gutter shall be used at areas with drainage (asphalt sloped towards curb). A header curb without gutter shall be allowed in areas coordinated with the stormwater management practices.
3. A minimum standard curb height of 6 inches shall be consistently maintained. Rolled mountable curbs may be used in Family Housing areas.
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B02.3.3. Utility Service Elements
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Base Standard Color
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Underground Electrical Distribution
1. Provide all utility service lines below grade when streets are adjacent to Facility Group 1; when mounting elements (such as utility cabinets, communications equipment and water valves) above grade is unavoidable, paint these consistently and provide visual screening following Site Development, Landscaping.
2. Overhead service lines along streets adjacent to Facility Groups 2, 3 and 4 are discouraged.
B02.3.4. Traffic Signs
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1. Refer to Exterior Signs, Colors and Types for Traffic Control Devices, which includes signs.
B02.3.5. Street Lighting
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1. Refer to the Lighting section for appropriate applications along streets.
B02.3.6. Other
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B03. OPEN SPACE / PUBLIC SPACE
Comply with Air Force Corporate Standards for Installation Elements:
http://afcfs.wbdg.org/installation-elements/index.html
Comply with AF Corporate Standards for Open Space / Public Space:
http://afcfs.wbdg.org/installation-elements/open-space-public-space/index.html
B03.1. Plazas, Monuments and Static Displays
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Berlin Wall Memorial Plaza
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Airlift Monument
Memorial Statuary
Static Display of Aircraft
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1. Natural features and culturally or historically significant features or events may be recognized and acknowledged with physical elements such as plazas, monuments and static displays. However, limit these elements on the base to ensure judicious use of resources and to reduce ongoing maintenance requirements.
2. Design highly durable plazas, monuments and static displays with a level of quality comparable to Facility Group 1.
3. Link plazas, monuments and static displays to the pedestrian circulation system. Install landscaping, site furnishings and lighting appropriate for the application and local climate following Installation Facilities Standards (IFS).
4. Select systems, products and materials for paving, walls, and structures following IFS.
B03.1.1. Paved Plazas
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Group 1 Paved Plaza
Group 2 Plaza
Concrete Paving
1. Mitigate heat island by providing high-albedo, shaded plazas. Pervious pavers shall be used on all plazas and courtyards in Facility Groups 1 and 2; use pervious concrete in Groups 3 and 4. The designer shall incorporate appropriate expansion and construction joints.
2. Pavers shall match the color of pavers used on adjacent sidewalks using base standard range of red blend. Bricks used on plazas shall typically be 4” x 8” size.
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B03.1.2. Sculptures, Markers and Statuary
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Stone Base and Bronze Plaque
Pole-Mounted Display with Marker at Grade
Bronze Sculpture and Plaque
1. Relate new sculpture, markers and statuary to the base’s architectural design theme. Generally limit these elements to frequently used locations adjacent to Facility Group 1 and highly traveled community pedestrian spaces.
2. Consider entry gates as possible sites for new displays.
3. All proposed memorials shall follow AFI 36-3108 and be limited to highly deserving individuals or groups as deemed appropriate by the installation leadership. Living memorials (tree plantings / etc.) are discouraged due to added maintenance requirements.
4. When sculpture requires a base, match the materials and / or color palette of adjacent buildings.
5. Use direct or indirect lighting to accentuate features or enhance an intended effect.
Ensure that all sculpture, markers and statuary are honorable and inspiring, provide a sense of place, positively contribute to the base’s visual quality, and encourage pride for the community and the US Air Force.
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B03.1.3. Static Display of Aircraft
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Ground-Mounted Static Display
1. Follow IFS base-wide standards for all elements of the display area with specific attention to traffic sight lines, pedestrian circulation, site furnishings, signs, and lighting. Address requirements for the Facility District as well.
2. Generally locate concrete base/foundation structures for static displays below grade.
3. At static displays where pedestrian paths are provided, a minimum of one trash receptacle and one bench shall be provided.
Receptacle and bench design must conform to IFS requirements.
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B03.2. Grounds and Perimeters
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Pavilion in the Historic District
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Park with Playground Area
Water Feature in Open Space Preserve
Perimeter Fence Adjacent to Group 1
1. Provide formal spaces for parade and review functions, recreational areas and parks following the base’s Installation Development Plan (IDP) and Installation Facilities Standards (IFS). Refer to the Site Furnishings topic for additional information.
2. Maintain preservation areas following the IDP and IFS.
3. Comply with UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings and UFC 4-022-03 Security Fences and Gates for all elements associated with the base’s gates and perimeter fence.
4. Identify and describe base-wide utility corridors in the IDP.
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5. Base-wide utility infrastructure shall be inconspicuous. Bury utility service lines below grade when adjacent to Facility Group 1 and when economically feasible for Facility Groups 2, 3 and 4. When service lines are located above grade, create an ordered, coordinated appearance.
6. Follow the requirements of this IFS regarding all utility structures and service lines located above grade that visually impact the installation.
7. Where screening of utility equipment and structures is provided, allow adequate and proper clearance for safety and maintenance.
8. Reduce visual clutter and visual impact of the following items through a combination of careful placement, screen walls, landscaping and painting:
• Electrical switch-stations.
• Sewage lift stations.
• Water well pumps, storage tanks and/or related structures.
• Gas piping, meters and similar incidental items.
• Above ground fuel storage tanks.
• Any ground-mounted freestanding utility item exposed to view.
9. Larger structures such as electrical switch-stations, sewage lift stations, fuel storage tanks and mechanical/electrical equipment shall be screened from view, using materials, forms, and colors in the screen walls which match those respective design elements present at adjacent buildings.
10. Paint above-ground equipment and associated components such as electrical piping or exposed plumbing lines dark bronze.
11. Maintain currently buried utility service lines as a visual asset.
12. Bury the following exposed above-grade items in future projects when economically feasible:
• Electrical power grid and service lines.
• Telephone lines.
• Cable TV lines.
• Communications lines.
• Exterior lighting service lines.
• Any similar system of above-ground lines serving the base.
13. Consolidate and enclose service utility lines in underground utility corridors when feasible. Create routes along the inside edge of parking lot islands.
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B03.2.1. Parade Grounds
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Parade Ground and Paved Viewing Platform
1. Follow UFC 3-201-02, Appendix B for the planning and design process and criteria for parade grounds.
2. Establish and maintain parade grounds only where there is a confirmed need and provide landscape materials appropriate for the locale following IFS.
3. Bleachers may be installed only when there is a documented requirement at parade grounds. Nonferrous metals that do not require painting or going maintenance are preferred. The Base Civil Engineer shall determine quantities, sizes, and products on a case basis.
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B03.2.2. Parks
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Park Pavilions
Park Seating
Park Green Adjacent to Playing Fields
1. Bleachers may be installed only when there is a documented requirement at parks and fields for recreational events.
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