Atch_2_-_Airfield_Pavement_SOW_dtd_15_August15.doc

Attachment 2 to

FA4664-15-R-0012

Attachment 2 to

FA4664-15-R-0012

STATEMENT OF WORK

Repair Airfield Pavement (PDPG 15-0104, Repair Parking Apron C-17 Airfield &

PDPG 13-0268, Repair ACC Airfield Pavements, Multiple Locations) 452nd CIVIL ENGINEER DIVISION

452nd MISSION SUPPORT GROUP

28 May 2015 15 August 2015

3SECTION 1. GENERAL REQUIREMENTS

31.1. SCOPE OF WORK

31.2. LOCATION

31.3. DESCRIPTION OF WORK

31.3.1. AIRFIELD CONCRETE DESCRIPTION OF WORK.

31.3.2. ASPHALT PAVEMENT DESCRIPTION OF WORK

51.4. RESTRICTIONS

61.5. PHASING

71.6. WORK SCHEDULE

81.7. VEHICLE TRAFFIC PLAN

81.8. CLEAN UP INSPECTION

81.9.CLEAN UP

81.10. WEATHER DELAYS.

91.11. AIRFIELD WORK

101.12. FLIGHTLINE COMMUNICATIONS

101.13. SAFETY.

101.14. STORAGE AREAS.

111.15. EMERGENCY ACCESS.

111.16. BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST, AF IMT 103.

111.17. VEHICLE ACCESS.

111.18. SUBMITTAL REQUIREMENTS.

111.19 BASE ACCESS

12SECTION 2. GOVERNMENT POINTS OF CONTACT

122.1 CONTRACT ADMINISTRATION

122.2 BASE CIVIL ENGINEERING

13SECTION 3. REFERENCES

SECTION 1. GENERAL REQUIREMENTS

1.1. SCOPE OF WORK

Furnish all labor, materials and equipment to remove and replace selected airfield concrete, selected areas of flight line road asphalt paving and surrounding Building 440 and Building 437, and demolition of an abandoned drain inlet, repair by replacement and slurry seal asphalt around Building 2317, and remove and replace selected areas of asphalt shoulder at the hammerhead of Taxiway A, adjacent to Runway 3.

1.2. LOCATION

The base is located adjacent to the City of Riverside, east of I-215. The airfield is part of the main base and it consists of two runways, Runway 14/32 (Primary) and Runway 12-30 (“Inactive” runway). Parallel taxiways lie adjacent to the Main Parking Apron which is accessed from the “Inactive” runway via three ladder taxiways and two end taxiways. Other significant pavement facilities include the Alert Apron, four warm-up aprons, and various hanger aprons.

1.3. DESCRIPTION OF WORK

The work to be accomplished includes, but is not limited to the following principal features:

1.3.1. AIRFIELD CONCRETE DESCRIPTION OF WORK. The work to be accomplished includes replacement of approximately 552 SY of 11 inch thick Airfield Concrete located on the C-17 parking apron, scarify and re-compact the base course. Replace approximately 60 SY of PCC located adjacent to BLDG 440 and BLDG 437, demolish and fill of existing abandoned drain inlet; but is not limited the following principal features:

1.3.1.1 Repair Airfield Concrete Pavement: Includes the demolition of the existing concrete pavement, base and/or subgrade (saw cutting the pavement as required), scarifying the top 12" of the subgrade, installing 12" of aggregate base course (100% compaction), installing 11 inches thickness of concrete. Also, includes hauling and disposing excess generated debris off base.

1.3.1.2 Installation of Dowels (Primary Airfield Pavements): Dowels shall be fabricated or cut to length before delivery to the site. Dowels shall be not less than 1”x16”. Dowels shall be clean, straight and free of loose flaky rust and scale. Dowels used at expansion joints shall be capped or slip fitted. Dowels used on new slabs shall be poured at both ends and on existing slabs shall be drilled and grouted. Dowels shall be plain steel bars and shall meet or exceed the tensile requirements of deformed bars, Grade 40 AASHTO

1.3.1.3. INSTALL PAVEMENT MARKINGS: Install pavement markings as shown on the plans for roads, parking lots and airfield pavements.

1.3.1.3.1.Airfield Striping: Shall be the specified traffic yellow paint with black border with or without reflective beads as indicated.

1.3.2. ASPHALT PAVEMENT DESCRIPTION OF WORK

The work to be accomplished includes replacement of approximately 6235 SY of asphalt road at Flight line road, repair by replacement of 5028 SY of asphalt around BLDG 2317, rejuvenate (slurry seal) approximately 3352 SY of parking area at BLDG 2317, and repair by replacement 7230 SY of asphalt shoulder at hammer head of Taxiway A adjacent to Runway 3; but is not limited the following principal features:

See attached drawing and aerial photographs.

Contractor shall verify existing conditions prior to submitting proposal.

1.3.2.1 REPAIR OF ASPHALT ROADS AND PARKING AREAS BY REPLACEMENT

Repair Light Duty Asphalt (Roads and Parking Areas): This is to include the demolition of the existing asphalt and base (saw cutting the existing asphalt as required), scarifying the top 6" of the subgrade, installing a 6" aggregate base course (98% compaction), installing a prime coat, installing 4" of asphalt wearing course (2" of immediate course asphalt, 3/4" design mix, and 2" of wearing course asphalt, 1/2" design mix). Also includes hauling excess dirt off base and disposing.

1.3.2.2 REPAIR EXISTING ASPHALT

Bituminous Seals: Apply a bituminous seal over the area shown on the plans.

1.3.3 REPAIR AIRFIELD ASPHALT PAVEMENT BY REPLACEMENT

1.3.3.1 Repair Asphalt (Airfield Shoulder Pavements): This is to include the demolition of the existing asphalt pavement, base and/or subgrade (saw cutting the pavement as required), scarifying the top 6" of the subgrade, installing a 6" of aggregate base course (98% compaction), installing a prime coat, installing 3” of asphalt (3/4" airfield asphalt design). Also includes hauling excess dirt off base and disposing.

1.3.3.2 Repair Asphalt (Secondary Airfield Pavements): This is to include the demolition of the existing asphalt pavement (saw cutting the pavements as required), scarifying the top 6" of the existing base, installing a prime coat, installing 4" of asphalt wearing course (2" of immediate course asphalt, 3/4" design mix, and 2" of wearing course asphalt, 1/2" design mix). Also includes hauling excess dirt off base and disposing.

1.3.3.3 Install Fill Material: Install additional satisfactory subgrade materials as needed to meet required elevations.

1.3.4 INSTALL SUBBASE COURSE: Includes the installation of 6" sub base material (compact to 100% of laboratory maximum density). The sub base course will be installed between the compacted subgrade and the base course.

1.3.5 INSTALL PAVEMENT MARKINGS: Install pavement markings as shown on the plans for roads, parking lots and airfield pavements.

1.3.5.1 Street Markings: Shall be specified traffic yellow or white paint.

1.3.5.2 Reflective Traffic Markers: Shall conform to ETL 97-18(Change 1): Guide Specification for Airfield and Roadway Marking and ETL 04-2 (change 1): Standard Airfield Pavement Marking Schemes.

1.3.5.3 Airfield Striping: Shall be the specified traffic yellow paint with black border with or without reflective beads as indicated.

1.3.6. Joint Sealant: Work includes removing old sealant from the joints, routing, re-facing, cleaning joints, providing new sealant with primer, backup material and bond breaking tape.

1.3.7. DEMOLITION AND DISPOSAL

1.3.7.1. Demolition of Asphalt Pavement: Work includes demolition of approximately 4” thick asphalt pavement, disposal of all construction debris and materials to a designated disposal site off base.

1.3.7.2 Demolition of Concrete Slab: Work includes demolition of concrete slab, disposal of all construction debris and materials to a designated disposal site off base.

1.3.8 REPAIR PARTIAL DEPTH PATCHING OF RIGID PAVEMENT BY REPLACEMENT

1.3.8.1 Repair Spalled Concrete, Partial Depth (Primary Airfield Pavements): The quantity of concrete to be paid for will be the number of square feet/inch (sq ft/in) of concrete removed and replaced. This is to include the demolition of the existing concrete (saw cutting the existing concrete to the specified depth or as required), chipping, grouting exposed faces, placement and finishing of concrete and hauling excess dirt or debris off base.

1.3.8.2 Installation of Dowels (Primary Airfield Pavements): Dowels shall be fabricated or cut to length before delivery to the site. Dowels shall be not less than 1”x16”. Dowels shall be clean, straight and free of loose flaky rust and scale. Dowels used at expansion joints shall be capped or slip fitted. Dowels used on new slabs shall be poured at both ends and on existing slabs shall be drilled and grouted. Dowels shall be plain steel bars and shall meet or exceed the tensile requirements of deformed bars, Grade 40 AASHTO

1.4. RESTRICTIONS

1.4.1. Secure Zone Restrictions: Part of the work may be accomplished inside an U.S. Air Force Reserve (USAFR) security compound which utilizes stringent entry, exit, and escort requirements.

1.4.2. The contractor shall be responsible to have all their and/or subcontractors’ personnel assemble at specific locations at times mutually agreed upon between the contractor and the Contracting Officer’s Representative , either the project engineer or the construction inspector (hereinafter “COR”), to be escorted through the “Secured Area” at the beginning or at the termination of each work day. If any of the contractor’s work-force are not present at the time and location specified, there may be a waiting period necessary to obtain personnel authorized to escort these persons through the “Secured Area”. If it becomes necessary for any of the contractor’s personnel to enter or leave the job site during the work day, it shall be the contractor’s responsibility to notify the CO in advance , so that arrangements can be made to have an escort available. The contactor shall also notify the CO a minimum of eight working hours prior to the delivery of materials to the job site. Any lost time due to the contractors, subcontractor, and the material suppliers waiting for authorized personnel to escort them to and from the job site due to the contractor not following the procedure stated above shall not be a basis for any contractor’s claim for additional compensation or equitable adjustment.

1.4.3. It is possible that one hour or more per day per man could be lost over the span of the contract due to security requirements for entering and leaving the secure zone. The time loss shall be included in the contractor’s bid and shall not be charged as lost time in claims against March Air Reserve Base.

1.4.4. The contractor must submit to the COR at least five work days in advance of entry into secured area the following information for every person and piece of equipment.

1.4.4.1. Full name, driver’s license number, vehicle type, description, registration number, license number, year and color.

1.4.4.2. Each person entering the area must have two types of picture identification.

1.4.4.3. Every vehicle must show proof of insurance prior to accessing the base.

1.4.5. All contractor personnel must be under escort at all times while in the secured area. Contractor must schedule in advance (at least three days) if he must work in more than one area t a time, otherwise all workers must remain in the same area while working.

1.5. PHASING

1.5.1. Road Closure. Some road repair projects, under one project number, may have to be accomplished in phases in order to maintain accessibility to facilities. For example, a six street paving project in the housing are may be phased so that only two streets are under construction at one time. As large a portion as practical of a particular project will be given to the contractor at one time as it is in the best interests of the Air Force to complete a project as quickly as possible. Unless otherwise noted, assume all aspects of one phase will have to be completed before the next phase can start.

1.5.2. Road Intersections. All road intersections, unless otherwise noted, must remain crossable as long as possible during a road repair project. The contractor will be allowed to initially demolish the asphalt pavement of an intersection, but they must temporarily raise the grade of the intersection so that traffic can safely pass. The contractor can close the intersection again when they prepare the base and paving. The contractor shall give the COR five days written notice of his intention to close any road or intersection.

1.5.3. Grades. Unless otherwise noted the contractor shall ensure that the finish grades of new pavements match or improve upon the existing grades of the replaced pavement. However, new finish grades or slope provisions (such as crowing a road) may be provided on project drawings. At points of integration with existing items, new pavement grades shall match the existing elevations.

1.6. WORK SCHEDULE

1.6.1. The contractor must adhere to the preapproved schedule for execution of the work, weather permitting, since runway and roadway closures must be coordinated in advance. If the Contractor’s schedule is delayed by weather conditions or mechanical equipment breakdown, the Contractor shall notify the COR and a new work schedule will be established. The COR shall be responsible for coordinating the runway and roadway closure schedule with the using agencies.

The contractor shall submit an AF IMT 3064 Contract Progress Schedule Prior to the start of work. The contractor shall complete and submit an AF IMT 3065 Contract Progress Report every two weeks after work begins. AF IMT 3065 shall be submitted on the 1st and 15th of every month unless otherwise stated by the COR.

1.6.1.1 Period of Performance (POP). Contractor shall complete the scope of work within 270 calendar days from receipt of Notice to Proceed.

1.6.2. Working Hours. Working hours for the contractor will normally be between 7:30 a.m. and 4:30 p.m. excluding Saturdays, Sundays, and Federal Holidays. If the Contractor requests to work during periods other than those annotated in the contract, he/she shall obtain approval from the Contracting Officer (CO) five days in advance.

1.6.3. Work Planning.

Phases of the project should be annotated on the AF IMT 3064 and approved prior to start of the project. Any changes should be coordinated and approved in advance. The Contractor shall develop and coordinate a construction phasing plan. The contracting officer representative (COR), in turn, will coordinate project operations with other agencies such as the fire department, security police, airfield operations, commanders, and effected base organizations. The Contractor shall notify the COR to any changes of location or type of work to be performed. As a minimum, the Contractor shall comply with AFI 32-1042, ETL 94-1, AFI 32-1044, and FAA AC 150/5370-2 for temporary pavement closures on airfields.

1.6.3.1. Site Visit. Contractors are urged to attend the site visit to be scheduled by Base Contracting prior to bid opening. There will be a site visit to familiarize the contractor with the scope of work envisioned.

1.6.4. Work Coordination.

When working on the airfield, coordination is required between the contractor and the COR, base airfield manager, and base communications. Once all equipment, personnel, materials, tools, and supplies are on hand, and the contractor has received the Notice to Proceed, the contractor shall notify and coordinate a start date and time with the COR. In addition, the contractor shall coordinate the exact location of each item of work with the COR.

1.7. VEHICLE TRAFFIC PLAN

If work causes delays, detours, interruptions, etc. to vehicular traffic on the base, the Contractor shall furnish a traffic plan indicating detour routes and placement of signage and/or barricades. This traffic plan shall be submitted a minimum of 30 calendar days prior to any traffic disruption. The traffic plan can be something as simple as a red-lined print of the area indicating signs and barricades in accordance with standard traffic control recommendations. The Contractor shall provide and maintain all necessary detour signs, barricades, and cones for rerouting traffic as directed by the contracting officer. The COR will notify base personnel 15 calendar days in advance.

1.8. CLEAN UP INSPECTION

1.8.1. At the final completion, the Contractor shall completely remove 100% of equipment/rubble/rubbish (including but not limited to fencing, signage, barricades, unused commodities, tools, etc.) from the area. Prior to the Contractor’s departure, the contracting officer will inspect the area; and ensure it is safe, clean, and orderly.

1.8.2 Pre-Final Inspections. At the conclusion of each phase of work, the contractor and the COR shall mutually inspect the Work for cleanliness, completeness and quality. Each pre-final shall have a punch list, if needed, and the contractor is to correct deficiencies in the punch list before moving to the next phase.

1.8.3 Final Inspection. The final inspection shall be conducted when all pre-final inspections and punch lists are satisfactorily completely and accepted by the COR, the contractor has removed all equipment, material and debris and each phase and area are free from debris and FOD. If a punch list applies at the final inspection, the contractor shall have five days to correct all deficiencies.

1.9.CLEAN UP

1.9.1. Waste Material. In order to prevent any waste materials from washing off the project work site onto adjacent soil and/or drainage channels. all waste materials such as chemical, rubber, paint, slurry seal, debris, and water shall be cleaned up immediately, and removed by vacuum sweeper, or similar equipment provided by the Contractor.

1.9.2. Daily Clean-up. At the end of each work day, the Contractor shall clear all equipment and clean up all debris and waste from the airfield, leaving the area in a clean and safe condition to the satisfaction of the local COR.

1.9.3. Hauling. The Contractor shall comply with any identified hauling route, if applicable.

1.10. WEATHER DELAYS. The contract performance period will be established to enable completion of all construction required by the contract, including consideration of average weather conditions established by National Oceanic and Atmospheric Administration (NOAA). A contractor request for time extension to the contract will only be considered under the following conditions:

1.10.1. Weather conditions at the project site during the contract performance must have been unusually severe. Unusually severe weather conditions shall be documented with weather data from the National Weather Service that verifies that the weather conditions were in excess of the average weather conditions established by the NOAA.

1.10.2. The unusually severe weather must actually cause a delay to the completion of the project. Actual adverse weather delay days must prevent work on 50 percent or more of the workday and must delay work critical to the completion time of the project.

1.10.3. Contractor requests for weather delays shall be submitted in writing to the Contracting Officer, within 24 hours after experiencing unusually severe weather.

1.10.4. Contractor will not receive any extra payment for unusually severe weather but may be compensated for additional time in accordance with the above.

1.11. AIRFIELD WORK

1.11.1. Affecting Airfield Traffic.

Airfield work shall conform to UFC 3-260-1, Airfield and Heliport Planning and Design, Appendix B, Best Practices, Section 14, Construction Phasing Plan and Operational Safety on Airfields During Construction.

1.11.2. Airfield Right-of-Way.

When performing work, the airfield shall remain functional. Contractor interference with aircraft movement shall be minimal. The Contractor shall give right-of-way to aircraft 100% of the time. To the extent possible, the control tower will direct aircraft to avoid disruption of Contractor’s work efforts. Contractor shall provide, and maintain, all necessary cones, signs, and flag persons as required to protect work and operations. Runway/taxiway/apron closures shall be coordinated in advance in accordance with paragraph 1.6.4. and 1.6.2.

1.11.3. When within the radio-controlled areas of the airfield, the Contractor shall maintain continuous verbal and visual contact with the control tower. The Contractor shall verbally inform the control tower and the Chief of Airfield Management when the work has been completed and all equipment, labor and materials have been removed from the airfield.

1.11.4. Not Used.

1.11.5. Airfield Clean-up.

The Contractor shall continuously sweep and remove, with brooms and vacuum sweeper, 100% of debris or materials spilled, dropped, dumped, or tracked onto airfield by vehicles, as a result of work efforts. Brooms and Vacuum sweepers with metal brushes will not be approved for use. The Contractor shall properly dispose of debris in accordance with the base requirements. At the end of each work day, the airfield and vehicle access routes shall be free of any debris left by the Contractor. The COR will inspect the airfield and/or area(s) prior to Contractor’s departure each day.

1.11.6. In case of a spill of a hazardous or regulated material, the contractor shall immediately notify the March ARB Fire Department 951-655-2911, the Government Construction Inspector, and the Contracting Officer. The contractor shall be responsible for the immediate and long-term clean-up of all spill material and associated contaminated material. Clean up of spills shall be under the supervision of the Base Fire Department, the Base Spill Response Team, or 452 MSG/CEV and the Government Construction Representative. Clean up of spill material shall be in accordance with Title 40 of the Code of Federal Regulations, Section 260-280 (40 CFR 260-280).

1.11.7. Driving.

Prior to driving/operating vehicles on the airfield, arrangements shall be made with the COR to ensure Contractor personnel receive a briefing and are issued a flight line driver’s pass. At a minimum, the Contractor shall submit a list of all vehicles, drivers, and equipment to be used on the flight line to the contracting officer representative. All vehicles and equipment to be used on the airfield shall have pneumatic tires, flashing lights, and identification markings.

1.11.8. Photography. Photography is prohibited on the airfield without prior approval from security forces.

1.12. FLIGHTLINE COMMUNICATIONS

The Contractor shall obtain a hand-held two-way radio from Airfield Management as directed by the contracting officer each day work is performed on the airfield. The Contractor shall establish and maintain two-way communication with the control tower at all times while working in a controlled movement area. This radio shall be considered Government Furnished Equipment (GFE) and shall be returned to the Airfield Management office before the end of each work day. The Contractor shall assume responsibility for the radio while it is in his possession and shall reimburse the Government for the cost of repair or replacement if the radio is lost, damaged, or destroyed.

1.13. SAFETY.

The Contractor shall conform to the latest edition of the Air Force Occupational Safety and Health Standards (AFOSH) developed in accordance with AFI 91-302. Additional safety requirements may be included in the contract.

1.14. STORAGE AREAS.

Unless specifically identified in the contract, there will be no secure storage or staging area(s) for Contractor to store or stage vehicles, trailers, materials, and equipment. The government will take no responsibility for lost or stolen equipment or materials; therefore, the Contractor shall furnish their own security fencing, if desired. The government may identify specific unsecure location(s) for daily and/or potential long-term staging.

1.14.1. Utilities. The Government will not provide telephone service for the contractor. Commercial telephone connections are not available. The contractor shall provide portable toilet units for his employees on the job sites.

1.15. EMERGENCY ACCESS.

Local fire trucks and emergency equipment shall have emergency ingress and egress to all areas at all times.

1.16. BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST, AF IMT 103.

Prior to beginning construction, the Contractor shall fill out/process a Base Civil Engineer Work Clearance Request, AF IMT 103. The Base Civil Engineer Work Clearance Request shall clearly annotate all work and specifically annotate any rubber removal, paint removal, excavation, grading, or patching work deeper than three inches (3”),. Excavator shall clearly delineate in the field the area(s) to be marked by utility owners prior to submission of AF Form 103. Mark the area to be excavated with water soluble or chalk based white paint on paved surfaces or with other suitable markings such as flags or stakes on unpaved areas. Delineated areas for a single permit shall not exceed 500 linear feet in any dimension. Excavator shall complete blocks 1 through 9 on AF Form 103 and submit form to Satellite Services Customer Service desk (SSI/CS) in Building 2405 at least 14 calendar days prior to planned excavation. Excavator shall include with this form a site plan of the installation depicting area on the installation where excavation is to occur. Excavator shall also provide diagram clearly depicting the area delineated in the field. SSI/CS will ensure the AF Form 103 has been entered into a log, has been completed correctly and includes an adequate diagram; then, excavator shall be responsible for obtaining all signatures from reviewing/marking organizations. Utility owners and/or reviewing organizations will use locator equipment to mark or clear the delineated area, sign the AF Form 103 and return it to SSI/CS within 5 working days of receipt. If utilities are not present within the contractors delineated area the utility owner shall mark no power, no water, no gas etc. to indicate the utility has visited the site and their respective utility is not present.

1.17. VEHICLE ACCESS.

All Contractor and Subcontractor commercial vehicles/trucks are subject to security inspection prior to base access. See attachment “Security Forces Requirements for Prime/Sub-contractor Representatives” for information for Civilian Contractors on Non-classified contracts.

1.18. SUBMITTAL REQUIREMENTS.

Submittals requiring Government approval are to be submitted prior to the acquisition of the material or equipment. Thereby, Material Approval Submittal, AF IMT 3000, shall be used for each submittal to the Government. Additional submittals to adequately describe the work may be required. Each submittal shall provide sufficient detail illustrating compliance with contract requirements.

1.19 BASE ACCESS

Contractor shall prepare a pass information sheet identifying all employees, including subcontractor employees, who will be working on March ARB. Upon completion of the contract or expiration of the passes, the Contractor shall ensure that all passes issued to employees and subcontractor employees are returned to security. Contractor shall furnish proof to the Contracting Office that all passes have been returned to security. Failure to comply with this requirement may result in withholding of final payment.

SECTION 2. GOVERNMENT POINTS OF CONTACT

2.1 CONTRACT ADMINISTRATION

The Contracting Officer shall be responsible for managing and addressing all contractual and administrative issues relating to this contract. All changes to the contract must be processed through the Contracting Officer as a modification to the contract. The contractor shall not proceed with the change in the contract until receiving a modification to the contract. The Contracting Officer has the sole authority to direct the contractor to proceed with any design task or change in the Contract.

2.2 BASE CIVIL ENGINEERING

The 452 MSG/CE Project Engineer will provide technical support, project coordination, and design guidance as required for the project. The contractor is reminded that the Project Engineer is not authorized to direct a modification to the contract. The Project Engineer will be responsible for informing the Contracting Officer of any change to the design schedule due to delay, readjustment of priorities, or extensions requested by the US Government.

SECTION 3. REFERENCES

1. UFC 3-260-1, Airfield and Heliport Planning and Design, dated 17 November 2008, http://www.wbdg.org/ccb/DOD/UFC/ufc_3_260_01.pdf

2. Unified Facilities Guide Specification 01 33 00 Submittal Procedures, dated May 2011, http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2001%2033%2000.pdf

5. Air Force Instruction 32-1042, dated 27 October 2005, Standards for Marking Airfields, http://www.wbdg.org/ccb/AF/AFI/afi_32_1042.pdf

6. Air Force Instruction 91-302, dated 18 April 1994, Air Force Occupational and Environmental Safety, Fire Protection, and Health (AFOSH) Standards, http://static.e-publishing.af.mil/production/1/af_se/publication/afi91-302/afi91-302.pdf

7. Engineering Technical Letter (ETL) 04-2 (Change 1): Standard Airfield Pavement Marking Schemes, dated 19 July, 2004, http://www.wbdg.org/ccb/AF/AFETL/etl_04_2.pdf

10. Engineering Technical Letter (ETL) 97-18 (Change 1): Guide Specification for Airfield and Roadway Marking, dated 05 December 1997, http://www.wbdg.org/ccb/AF/AFETL/etl_97_18.pdf

11. U.S. Department of Transportation Federal Aviation Administration Advisory Circular No: 150/5370-10F, Subject: Standards for Specifying Construction of Airports, dated 30 September2011, http://www.faa.gov/documentLibrary/media/Advisory_Circular/150_5370_10F.pdf

(Amendment 0001 dated 19 August 2015)