SOW - FY23 Pavement Markings and Rubber Removal.pdf

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DEPARTMENT OF THE AIR FORCE

167 AIRLIFT WING

CIVIL ENGINEER SQUADRON

MARTINSBURG, WV

STATEMENT OF WORK

FY23 Pavement Markings & Rubber Removal

PROJECT NO.

PJVY 230100

DEPARTMENT OF THE AIR FORCE

167th CIVIL ENGINEERING SQUADRON

SHEPHERD FIELD AIR NATIONAL GUARD BASE

MARTINSBURG, WV

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GENERAL INFORMATION

1.1. DEFINITION OF TERMS

1.1.1. GOVERNMENT refers to the United States GOVERNMENT and the United States Air Force as represented by the United States CONTRACTING OFFICER or their designated representative, the CONTRACTING OFFICER’s REPRESENTATIVE (COR) from the 167th Civil Engineering Squadron.

1.1.2. CONTRACTOR refers to the CONTRACTOR, the SUBCONTRACTOR for the CONTRACTOR, any and all CONTRACTOR and SUBCONTRACTOR employees or personnel, the CONTRACTOR’s tools, and the CONTRACTOR’s vehicles and equipment.

1.1.3. NOTICE TO PROCEED (NTP) provides written notification that the CONTRACTOR has provided adequate design submittals approved by the CONTRACTING OFFICER to begin construction, repair, or demo work.

This shall allow the CONTRACTOR to begin ordering construction materials.

1.1.4. PERIOD OF PERFORMANCE (PoP) begins with the NOTICE TO

PROCEED and ends after the final acceptance of the construction.

1.2. ABBREVIATIONS / ACRONYMS

KO: CONTRACTING OFFICER

COR: CONTRACTING OFFICER’s REPRESENTATIVE PoP: Period of Performance OTHERS: Workmen under the employ of Other CONTRACTORS or the

GOVERNMENT.

GFE: GOVERNMENT Furnished Equipment NTP: Notice To Proceed provided by the CONTRACTING OFFICER SOW: Statement of Work ECPs Entry Control Points OSHA: Occupational Safety and Health Administration ASTM: American Society for Testing and Materials UFC: Unified Facilities Criteria (Design Manual) UFGS: Unified Facilities Guide Specifications QA/QC: Quality Assurance / Quality Control EM: Environmental Manager MSDS: Material Safety Data Sheet VECP: Value Engineering Contract Proposal IAW: In Accordance With

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1.3. INSTALLATION STANDARDS

1.3.1. Repairs, replacements, new installations and re-installations shall conform to the “best practices” for building constructions, renovations and maintenance activities as specified by the installation Standards referenced below. The workmanship shall meet the requirements of these Standards and as normally provided by experienced trades personnel. The CONTRACTING OFFICER or COR must approve the workmanship as provided by representative samples from the CONTRACTOR prior to installation.

1.3.2. CONTRACTOR shall follow standards for worker safety found in Occupational Safety and Health Administration (OSHA) requirements, EM385-1-1, National Electric Safety Code, and other similar Standards.

1.3.3. CONTRACTOR is responsible for disposal of all solid waste to include non-hazardous and hazardous waste and shall comply with all Federal, State, and Local environmental laws and regulations and coordinate with Base Environmental Management Office (EMO).

1.3.4. CONTRACTOR shall adhere to all United States Air Force Unified Facilities Criteria (UFC) and United Facilities Guide Specifications. The International Building Code (IBC), and the West Virginia Building Code (WVBC) shall be the minimum construction standard allowed. Finally, all concrete design shall be in accordance with all UFC and ACI 318 Code Requirements for Structural Concrete.

1.3.5. The CONTRACTOR shall perform site preparation as required in accordance with drawings and specifications included within this Statement of Work (SOW). Questions pertaining to the depth and extent of the site preparation shall be directed to the CONTRACTING OFFICER’s REPRESENTATIVE (COR). Alteration of existing surfaces or facilities, not identified by the GOVERNMENT, shall not occur. CONTRACTOR shall be responsible for any damage to any surfaces, structures or facilities not identified by the GOVERNMENT for alteration and shall be repaired to the COR’s approval at the CONTRACTOR’s expense.

1.3.6. The CONTRACTOR shall provide all labor, material, tools, equipment, and supervision and all other items necessary to complete the work in accordance with all portions of the SOW. The CONTRACTOR shall conduct all work in a professional manner, in accordance with traditionally recognized construction practices and techniques.

1.3.7. It is the CONTRACTOR’s responsibility to field verify all conditions and measurements provided in this statement of work are accurate.

CONTRACTOR assumes full monetary responsibility for any and all additional work, materials, or equipment required to complete the project

Page | 4 that was not included in the statement of work that a reasonable site inspection would have revealed. CONTRACTOR shall not be responsible for conditions that a reasonable site inspection would not have revealed.

1.3.8. The CONTRACTOR is encouraged to develop, prepare, and submit Value Engineering Change Proposals (VECP’s) voluntarily. The Contractor shall share in any net acquisition savings realized from accepted VECP’s, in accordance with the incentive sharing rates in paragraph (f) of 52.248-1 in the FAR. If a VECP is accepted, the Contractor shall share in net acquisition savings of between 50 - 75 percent or as negotiated by KO and as described in the FAR.

1.4. STANDARD PRODUCTS

1.4.1. The CONTRACTING OFFICER and COR must approve all material submittals prior to procurement. Materials substitution after submittal approvals shall not be allowed without approval by KO.

1.4.2. Materials such as sealants, adhesives, water-proofing or fire-proofing must comply with standards set forth by UL, ASTM, and IEC and listed for the specific use intended.

1.4.3. In the event of conflict among the Specifications, Drawings and/or Technical Instructions, the CONTRACTOR shall bring such conflict to the attention of the CONTRACTING OFFICER immediately for resolution before proceeding with the work involved.

1.4.4. Documentation shall be provided for each submittal. As a minimum, the documentation shall include the AF 3000 cover, a catalog sheet of the specific product and the product technical information. When required, a sample of the product/equipment or material must accompany the submission.

1.4.5. All chemical materials to be used in this SOW shall be documented on the Transient Organizational Hazardous Material Inventory form. An SDS (Safety Data Sheet) shall be submitted for all chemicals listed.

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1.5. SUBMITTALS

1.5.1. Material submittals are required unless approval from the COR or KO has been granted otherwise. All Material Submittals, Design Drawings and Specifications are to be submitted to the COR with an Air Force Form 3000 (attached) for approval. Submittals, Drawings and Specifications shall be reviewed by the COR and KO prior to installing approved material.

1.5.2. CONTRACTOR shall provide a detailed Project Schedule identifying milestone dates to COR prior to issuance of NTP. A detailed Design and Construction Schedule in a CPM – Gantt style format shall be submitted for approval using Air Force Form 3064 (attached). If a change in the schedule is required, the CONTRACTOR shall resubmit the Progress Schedule for approval in both electronic and hard copy formats to the COR.

1.5.3. CONTRACTOR shall provide Progress Reports submitted at Construction Progress Meetings to the COR and KO using Air Force Form 3065 (attached). Progress Reports shall track the CONTRACTOR’s progress in relation to the approved Progress Schedule as well as assist in computing partial payments.

1.5.4. CONTRACTOR shall provide Concrete Mix Design certification, by authorities having jurisdiction, for the approval of each job to COR.

1.5.5. CONTRACTOR shall provide a list of names of all contracted personnel performing work on-base to COR using the 167 SFS Form BGC-001 “Application for Personnel and Vehicle Passes to Work Under Air Force/Air National Guard Contract” template (attached) prior to issuance of NTP. List shall be submitted digitally via email attachment or CD to

COR.

1.5.6. CONTRACTOR shall provide a list of all chemical materials to be used on the project to the EM using Transient Organization Hazardous Material Inventory (attached) 30 days prior to use.

1.5.7. CONTRACTOR shall provide Material Safety Data Sheet (MSDS) to EM 30 days prior to beginning construction.

1.5.8. CONTRACTOR shall track and report to COR the volume of solid waste (C & D) disposal and recycling costs incurred or fund received, disposal sites, and weigh tickets, using Post-Project Waste Diversion Report (attached) within 30 days from project completion-minimum 50% diversion.

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1.5.9. CONTRACTOR shall abide by the Federal acquisition program for Green Procurement as outlined in USEPA Comprehensive Procurement Guideline website. CONTRACTOR shall provide a list of all recovered materials to the COR using Recovered Materials Determination Form & Recovered Materials Procurement Determination (attached) with the material submittals as outlined in 1.4.1.

1.6. PERMITS / CERTIFICATION

1.6.1. CONTRACTOR is responsible for obtaining all required base passes, dig permits, utility locates and all other permits required to complete the work described in this SOW.

1.6.2. CONTRACTOR must submit and obtain an approved dig permit from West Virginia 811 prior to start of any site work. Permits request must be made 48 hours in advance. If damage or injury occurs from digging without a dig permit the CONTRACTOR shall be responsible for all repairs at no additional cost to the government. The CONTRACTOR shall keep a copy of approved dig permit on site at all times.

1.6.3. If total disturbed surface area of the project is greater than 1 acre CONTRACTOR must submit a Storm Water Pollution Prevention Plan (SWPPP) for approved by Berkeley County Engineer (30 day review process). CONTRACTOR shall then submit a Notice of Intent (NOI) to the WV Environmental Protection Agency (OEPA) 21 days prior to start of construction and receive the Director’s Authorization before construction begins. CONTRACTOR shall provide a copy of the NOI, Director’s Authorization, SWPPP, and SWPPP inspections to Environmental Management Office (EMO).

1.7. QUALITY ASSURANCE / QUALITY CONTROL

1.7.1. The CONTRACTOR shall supply appropriate supervision and QA/QC for each task of the project to ensure the workmanship and product reflect the SOW and drawings. This project is commercial grade and only commercial type equipment and fixtures shall be accepted. The KO or COR may periodically perform QA checks as deemed necessary at any time during the PoP. These checks do not relieve the CONTRACTOR of the obligations under this section to provide a complete and working product.

1.8. PERSONNEL

1.8.1. The CONTRACTOR shall identify a full time Superintendent who shall be responsible for all onsite activities. CONTRACTOR shall submit name(s) of Superintendent to COR prior to issuance of NTP. The Superintendent shall have the authority to make in the field decisions (to be approved by COR), which may arise in day-to-day operations without delay that does not affect cost or scope of project.

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1.8.2. The GOVERNMENT is not liable for any injury incurred by CONTRACTOR, CONTRACTOR personnel or other persons while they are on site. CONTRACTOR shall take full responsibility for the safety of all personnel within the project site.

1.8.3. The CONTRACTOR personnel shall comply with Martinsburg Air National Guard Base CONTRACTOR Escort and security policies per this SOW.

Violations of these policies may result in termination of the contract.

Compliance with security requirements shall not be a basis for failing to complete work in the required PoP.

1.8.4. CONTRACTOR shall recover base passes upon job completion and return to Government within 5 days of Final Inspection.

1.9. ENVIROMENTAL AND SAFETY

1.9.1. The CONTRACTOR is responsible for all costs incurred for clean-up, sampling analyses, and disposal of spill debris as a result of Contractor’s actions. CONTRACTOR shall report all spills to EMO. If appropriate, cost incurred for clean-up by the 167th for CONTRACTOR’S actions will be reimbursed to the 167th from CONTRACTOR.

1.9.2. The CONTRACTOR shall ensure that all personnel receive Environmental Management System (EMS) Awareness training and a copy of the Base Environmental Policy. A copy of the training can be obtained from the 167h Base EMO.

1.9.3. The CONTRACTOR shall abide by the WV EPA Green Procurement Program as outlined on the USEPA website.

1.9.4. The CONTRACTOR shall stop work and contact the 167th Base Environmental Management Office upon unearthing any historical or cultural artifacts during construction.

1.9.5. The CONTRACTOR shall obtain all required permits and adhere to and abide by environmental requirements as stipulated by 167th Base EMO.

This shall include but is not limited to the following forms:

1. Transient Organization Hazardous Material Inventory

2. Post-Project Waste Diversion Report

3. Recovered Materials Procurement Determination Form

4. Recovered Materials Determination Form

1.9.6. The CONTRACTOR shall perform a jobsite cleanup each day and remove all debris and refuse from the site, to the satisfaction of the COR.

Unoccupied areas to be broom swept daily. Occupied areas shall be kept free of dust and debris at all times.

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1.9.7. The CONTRACTOR shall ensure that employees are supplied and use proper safety equipment (i.e. gloves, safety boots) described in EM 385 & EM 304 and follow safe work procedures, which protect CONTRACTOR employees and personnel in the vicinity of the job site in accordance with all current OSHA requirements. The CONTRACTOR shall assume any liability for any injury incurred by CONTRACTOR personnel while working on site.

1.9.8. CONTRACTOR shall maintain awareness to all NATIONAL DISASTER /

THUNDER STORM / TORNADO WATCH / TORNADO WARNING /

LIGHTNING / HAZMAT RESPONSES:

1. Follow all Giant Voice Announcements as directed

2. Discontinue outside/inside work and seek shelter in designated shelter area or building as directed

3. Follow directions from Shelter Manager or Senior Military

Official

1.9.9. In case of on base emergency, CONTRACTOR shall dial 911 then alert COR and/or KO.

2. CONTRACT REQUIREMENTS

2.1. GENERAL WORK DESCRIPTION

2.1.1. Work shall include, but not limited to, repainting roadway center lines, stop lines, edge lines and parking lines.

2.1.2. Work shall also include the removal of rubber buildup on the Runway.

2.1.3. Work shall include repainting all marking on the Apron as referenced in Airfield Marking Plan

2.1.4.

2.2. GOVERNMENT FURNISHD EQUIPMENT / PROPERTY

2.2.1. The GOVERNMENT shall provide basic/minimal documents describing the work required in this SOW.

2.2.2. The GOVERNMENT shall provide the CONTRACTOR access to the site to include all areas of work described in this SOW.

2.2.3. The GOVERNMENT shall provide no other equipment, services, or property.

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2.2.4. CONTRACTOR shall ensure all Government Provided Equipment in work area remain protected, operational, and dust free throughout the project.

2.3. PERIOD OF PERFORMANCE

2.3.1. CONTRACTOR shall have a maximum of 90 business days from the initial Notice to Proceed (NTP) to complete the project including any design and construction. Any changes or extensions to this time period need prior approval from the CONTRACTING OFFICER.

2.3.2. CONTRACTOR shall have access to the site from 7:00 am - 4:00 pm Monday - Friday. CONTRACTOR will not have access to the site on Weekends and Government Holidays unless approved by COR prior.

2.4. COMPLETION

2.4.1. The COR shall certify performance and final completion of this contract.

2.4.2. The CONTRACTOR shall restore any disturbed areas at the direction of the KO to include grading and reseeding to return area to previous site condition.

2.4.3. The CONTRACTOR shall schedule a Pre-Final Inspection with KO and COR at least 10 days prior to end of PoP. Any Punch List items will be identified and recorded at this time. CONTRACTOR shall have 10 days to address these items.

2.4.4. CONTRACTOR shall schedule a Final Inspection with KO and COR upon completion of all Punch List and within 10 days of the Pre-Final Inspection.

This inspection will confirm that all Punch List items have been corrected.

Upon completion of the Final Inspection the GOVERNMENT shall take over ownership of the project.

2.5. REQUIRED WARRANTIES

2.5.1. The CONTRACTOR shall provide a 1 year warranty on all material, labor, installed equipment, and work performed in this SOW in conjunction with any additional manufacturer’s warranties.

3. DETAILED DESCRIPTION OF WORK

3.1. All work shall comply with UFC 3-270-01 and UFC 3-190-06.

3.2. BASE BID

3.2.1. CONTRACTOR shall repaint approx 8,000 LF of center line with yellow paint containing TT-B-1325 Type I beads at a rate of 6 lbs per gallon of paint along is all existing edge markings. (See 167 AW Base Map).

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3.2.2. CONTRACTOR shall paint all items identified on attached Base Map and this SOW.

3.2.3. CONTRACTOR shall ensure center line is 4” in width and is straight without thickness deviation greater than ½”.

3.2.4. CONTRACTOR shall ensure a uniform paint thickness and bead density across the entire width of center line.

3.2.5. CONTRACTOR shall ensure that newly painted lines are straight and have sharp edges. Areas where overspray occurs must be corrected with black paint to create a sharp edge line.

3.2.6. CONTRACTOR shall reference UFC 3-190-06 for all paint specifications, coatings, and application techniques during all painting operations.

3.3. OPTION 1

3.3.1. CONTRACTOR shall demo 85 percent of the rubber and paint build-up from 100 percent of the rubber covered and painted areas that fall approximately between the Distance To Go Markers 7,000ft and 4,000ft on Runway 26. See Attached (Airfield Map).

3.3.2.

3.3.3. CONTRACTOR shall ensure that that all waste water is captured during the demo process to ensure no waste water is draining into the soil.

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3.3.4. CONTRACTOR shall ensure that the integrity of the asphalt on the runway is not compromised at any time during the demo process.

3.3.5. CONTRACTOR shall repair any damages to the pavement surface, joints, and joint and crack seals.

3.3.6. CONTRACTOR shall repaint all airfield and runway markings that are removed or damaged during the demo process.

3.3.7. All debris, waste, and products generated by the rubber removal and the pavement marking operations shall be removed from the airfield and disposed of IAW all applicable state, local, and federal environmental statutes and regulations

3.4. OPTION 2

3.4.1. CONTRACTOR shall repaint/ paint all airfield paving striping/markings IAW UFC 3-260-04 and all applicable requirements. The locations of the striping/markings are shown on attached drawings. Use Type III paints as detailed in the UFC regulations. Reference attachment 4.

3.4.2. CONTRACTOR shall repaint and extend Non- Movement Area Boundary (See Airfield Marking Plan).

3.4.3. CONTRACTOR shall remove and replace Parking Stop Bars at 8 locations.

(See Airfield Marking Plan).

3.4.4. CONTRACTOR shall remove and repaint ECPs 6 locations IAW UFC 6-

5.10 and AFI 31-101

3.4.5. CONTRACTOR shall repaint all Taxi line Centerline Stripe to all 8 spots. (See Airfield Marking Plan).

3.4.6. CONTRACTOR shall repaint all 6 FOD Check points. (See Airfield Marking Plan).

3.4.7. CONTRACTOR shall repaint 8 Hydrant Fuel Pit Markings. (See Airfield Marking Plan).

3.4.8. CONTRACTOR shall paint 32 Static Grounding Points. Reference Attachment 4.

3.4.9. CONTRACTOR shall repaint parking markings southside of B307 (See Airfield Marking Plan).

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3.4.10. CONTRACTOR shall re-stripe Vehicle Access Marking. (See Airfield Marking Plan).

3.4.11. CONTRACTOR shall repaint 2 Xs and 1 stop bar on Runway access road.

(See Airfield Marking Plan).

3.4.12. Colors, thickness, dimensions, and material types are to be according to applicable requirements.

4. CONTACT INFORMATION

4.1. POINTS OF CONTACT

4.1.1. COR: Maj Blake Bennett -- (304) 616-5418

blake.w.bennett.mil@mail.mil

4.1.2. Asst COR: SMSgt Matt Laign -- (304) 616-5217

thomas.laign@us.af.mil

4.1.3. Contracting Officer: Capt Ryan Belfield -- (304) 616-5412 ryan.belfield@us.af.mil

4.1.4. PASS & ID: Natalie Clower -- (304) 616-5276

natalie.d.clower.nfg@mail.mil

4.1.5. SFS: Capt Rod Toms -- (304) 616-5084

roderick.toms.1@us.af.mil

4.1.6. EM: Ms. Carlie Paine – (304) 616-5218

carlie.paine.1@us.af.mil

5. ATTACHMENTS

5.1. 167 AW Base Map : Base Bid

5.2. Airfield Map

5.3. Airfield Marking Plan

5.4. 167th Airlift Wing Apron Markings Rehabilitation mailto:ryan.belfield@us.af.mil mailto:natalie.d.clower.nfg@mail.mil mailto:roderick.toms.1@us.af.mil mailto:EM:

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1256380591N Polygonal Line

1256380591N Polygonal Line

1256380591N Polygonal Line

1256380591N Callout Centerline

1256380591N Rectangle

1256380591N Rectangle

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1254667052N Line

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1254667052N Callout

DIRECTIONAL ARROWS

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1254667052N Typewritten Text = Parking Lots to be painted

1254667052N Callout

MOTORCYCLE ONLY PARKING

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1254667052N Callout

"ACTIVE BARRIER HEAD" MARKINGS

1254667052N Line

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1254667052N Callout

REMOVE STOP BAR

1254667052N Callout

REMOVE STOP BAR

TAXIWAY ALPHATAXIWAY ALPHA

TA

XI

W

AY

B

RA

VO

R-2 R-4 R-6 R-8

TAXIWAY ECHOTAXIWAY ECHO

E - 3

AX

IW

AY

D

EL

TA

XI

W

AY

C

H

AR

LI

E

TAXIWAY ECHO

1254667052N Rectangle

1254667052N Callout

OPTION 1

RUBBER REMOVAL

1256380591N Polygonal Line

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1256380591N Polygonal Line

1256380591N Line

1256380591N Line

1256380591N Line

1256380591N Line

1256380591N Line

1256380591N Callout Movement Boundary Line

1256380591N Callout Center Lines and at all 8x Spots

1256380591N Callout Re-stripe 6x EPC Markings along Red Line

1256380591N Line

1256380591N Line

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1256380591N Oval

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1256380591N Oval

1256380591N Oval

1256380591N Oval

1256380591N Callout Remove and repaint 8x Parking Stop Bars

1256380591N Line

1256380591N Polygonal Line

1254667052N Oval

1254667052N Oval

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1254667052N Oval

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1254667052N Oval

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1256380591N Callout Repaint 8x Fuel Pit Markings

1256380591N Callout Repaint Xs and Stop Bar

1254667052N Line

1256380591N Callout Re-stripe Vehicle Parking Markings

1254667052N Line

1254667052N Line

1256380591N Callout Re-strip Vehicle Access Markings

167th Airlift Wing Apron Markings Rehabilitation

**NON-MOVEMENT AREA BOUNDARY:

UFC 3-260-04 Airfield & Heliport Marking.

8-7.1 Location.

Locate the non-movement area boundary marking on the boundary between the movement and non-movement area. To avoid confusing this marking with a VFR hold or intermediate hold position, do not place this marking to coincide with the edge of a taxiway.

8-7.2 Layout.

The non-movement area boundary marking consists of two retro-reflective yellow lines, one solid and one dashed, as shown in Figure 8-5. The solid yellow line is located on the non-movement (or non-radio controlled) area side; the dashed yellow line is located on the movement (air traffic control/ground control-supervised and radio-controlled) area side. Each line is 6 inches (152 millimeters) in width, with a 6-inch (152-millimeter) gap between the lines. The width of the lines and spaces are optionally doubled to 12 inches (305 millimeters). The dashes are 3 feet (0.9 meter) in length with a 3-foot (0.9-meter) gap between dashes. If a taxiway centerline intersects a non-movement area boundary marking, the taxiway centerline is interrupted 6 inches (152 millimeters) from the solid line (movement area side) and 3 feet (0.9 meter) from the dashed line (nonmovement area) side.

167 AW Requirement:

Extend current marking to Equipment Ready Area, on the east side, extend marking from MOG-5 to shoulder in front of ATC on the west side.

**PARKING STOP BARS (NOSE GEAR):

6-4 PARKING STOP BARS.

Parking stop bars are optionally painted at aircraft parking positions to indicate the intended location for the aircraft nose wheel when parked. Stop blocks are painted reflective yellow and are 3 feet (0.9 meter) long and 1 foot (0.3 meter) wide, centered on and oriented perpendicular to the nose wheel guideline. See Table 6-1 and Figure 6-2 for an example for locating these visual aids.

Table 6-1. Cargo Aircraft Apron Layout Dimensions

Aircraft W L* P I T C R N

C-17 170' (51.8m)

173.3' (52.8m)

25' (7.6m)

30' (9.1m)

50' (15.2m)

37.5' (11.4m)

90’ (27.4m)

11' (3.4m)

LEGEND:

W = WINGSPAN

L = LENGTH

P = WINGTIP CLEARANCE OF

PARKED AIRCRAFT

I = INTERIOR OR SECONDARY

PERIPHERAL TAXILANE WINGTIP

CLEARANCE

T = THROUGH OR PRIMARY

PERIPHERAL TAXILANE

CLEARANCE

C = TAXILANE CENTERLINE TO

APRON BOUNDARY MARKING

[OR PAVEMENT EDGE IF NO

PAVED SHOULDER IS PRESENT]

R = RADIUS, NOSE-WHEEL

GUIDELINE

N = DISTANCE -AIRCRAFT NOSE TO

NOSE-WHEEL FOR STOP BARS

Current marking non-standard. Marking it in accordance to above requirement will eliminate a Non-Standard Marking WAIVER for the 167th Airlift Wing.

**STOP BAR LOCATED ON THE EMERGENCY ACCESS ROAD:

8-12 VEHICULAR ACCESS MARKING.

Mark vehicular access routes according to the FHWA MUTCD. Additionally, ensure all vehicular access roads leading to a movement area or taxiway/taxilane are marked with a white "stop" bar.

Repaint Stop Bar at Emergency Access Road

**ENTRY CONTROL POINTS (ECP’s):

Bring current ECP markings to AFI 31-101 Integrated Defense (ID) FOUO…standards.

*** POC: 167 SFS. ***

**TAXILANE CENTERLINE ON APRON:

6-2 TAXIWAY AND TAXILANE CENTERLINE STRIPE.

Mark the centerline of all taxiways, guidelines on runways, and taxilanes on aprons as well as parking positions and pads, with a single continuous 6-inch (152-millimeter) -wide retro-reflective yellow stripe. The width is optionally increased to 12 inches (305 millimeters) when necessary; however, make the line width uniform (either one width or the other) wherever used over the entire airfield. Exceptions to this provision apply for parking positions and inside hangars.

Retouch current taxilane markings at 167th AW apron

**FOD CHECK MARKINGS:

No standardization on UFC 3-260-04. Retouch all FOD Check markings for vehicular access across the airfield.

**HYDRANT FUEL PIT MARKINGS:

If needed to alert pilots, vehicle operators, or maintenance personnel, hydrant fuel pit covers and/or adjacent pavement is optionally marked as shown below. In areas where snow is not a factor, these pits do not necessarily require markings of this type.

167 AW requirement:

Retouch Hydrant Fuel Pit Markings at apron. Some hydrant fuel pits need to be repaired as they show concrete corner breaks, spalls and cracks.

NOTE: Before repainting the Hydrant Fuel Pit, cover with painters tape any static points located within the area to painted.

**APRON VEHICULAR TRAFFIC LANES:

8-12 VEHICULAR ACCESS MARKING.

Paint vehicular traffic lanes at apron inside restricted area. Markings do not need to be retroreflective, but marking must be enhanced black-white-black color combination to help enhance contrast. Normal line – 4 to 6 inches wide.

**STATIC GROUNDING POINTS:

UFC 3-575-01 Lightning & Static Electricity Protection Syst. Fig. 2-3

167th AW Requirement:

Paint/Retouch marking IAW above figure.

**VEHICLE PARKING MARKINGS:

Paint vehicle parking markings in front of Bldg. 307 (MX Mall).

**REPAINT ALL NON-STANDARD MARKINGS.

- AGE Boxes.

- “T” for fuel pump trucks.