1. Statement of Work_FLO TOWB Parking Lot.pdf

FEDERAL AVIATION ADMINISTRATION

STATEMENT OF WORK

FLO TRACON – Parking Lot Refurbishment Project Florence, SC May 27, 2025

1. GENERAL:

This statement of work sets forth the requirements for refurbishing parking lot and site at FLO TRACON located in Florence, South Carolina.

All work must be in accordance with the following:

a) FAA Operational Risk Management (ORMP) requirements

b) OSHA CFR 29 Part 1926 – Safety and Health Regulations for Construction

c) OSHA CFR 29 Part 1910 – General Industry Standards Applicable to Construction Industry

d) FAA EOSH, Safety Data Sheet Review and Approval

e) Technical Specifications

2. BACKGROUND:

The FLO ATCT and TRACON (Air Traffic Control Tower and Terminal Radar Approach Control) located in Florence, South Carolina is a mission critical facility supporting air traffic control operations. The existing parking lot has deteriorated beyond safe, acceptable standards due to prolonged seasonal weathering, exposure, erosion/consolidation, and continued traffic use and must be restored.

3. PRE-BID CONFERENCE:

A pre-bid conference may be set up for potential vendors to perform an initial site survey to observe onsite conditions and review project scope of work. If requested in advance, subsequent site visits may be further arranged to accomplish this critical task; however, additional pre-bid site visits are not guaranteed and dependent on local FAA personnel availability. Pre-Bid request for information (RFIs) may be submitted to the FAA to clarify project requirements.

4. GENERAL CONDITIONS:

a) Contractor must provide a project schedule outlining all phases and sub-phases of the work and impact on the facility. All work will need to be scheduled and performed to minimize the impact on the facility.

b) Contractor must provide a plan illustrating the phasing of work to ensure accessibility to facility and site is maintained at all times during the duration of work. The facility must remain in full operation during the entire duration of work. All work must be scheduled and phased to not obstruct facility personnel site access during project.

c) Contractor must maintain a clean site and remove temporary equipment if obstructing/disrupting operations. This includes immediate containment and/or removal of any debris that may become washed out, wind borne, or potential site hazard of any kind.

d) All debris and generated waste must be disposed in a manner that is not in conflict with local sanitary regulations. Disposal of any kind will not be permitted in the FAA trash containers.

e) Contractor must coordinate mobilization and staging procedures with the local FAA facilities personnel.

f) Construction staging, deliveries, storage, and handling of materials must be field coordinated with local facilities personnel.

g) Contractor must provide ample and suitable sanitary conveniences with proper enclosures and hand washing facilities in accordance with CFR Part 1926, Subpart D for the use of the workers employed on the work. Temporary toilets must be properly maintained and serviced on a regular basis. Secure temporary toilets to prevent possible overturning.

h) Contractor must provide Safey Data Sheets (SDS) for all materials to be reviewed and approved by FAA Environmental Safety Occupational Health personnel prior to activity start.

i) Work schedule is Tuesday through Friday, 6:00 AM to 4:30 PM (EST) unless alternatively coordinated in advance with the Contracting Officer and local FAA facilities representative.

5. SCOPE:

The contractor is responsible for accomplishing all items of work listed within the statement of work in accordance with applicable drawings and manufacturers’ technical specifications. The scope of work includes the following:

a) Pressure wash and clean existing concrete curbs/gutters and sidewalks.

b) Clean and prepare parking lot asphalt surfaces for seal coat application per seal coat manufacturer’s written instructions. Surface preparation includes treating oil and grease spots with manufacturers recommend oil spot primer/sealer.

c) Repair, seal, and patch existing cracks and soft spots in asphalt parking surfaces per seal coat manufacturer’s written instructions. Existing cracks in asphalt parking must be repaired with products compatible with asphalt seal coating. Any patched areas must be fully cured prior to seal coat application.

d) Apply two (2) coat parking lot seal coat system per manufacturer’s written instructions and as indicated on plan:

a. First coat must include:

i. Clean, silica sand, 50/70 sieve (minimum 3-5 lbs. per 1 gallon of sealer).

ii. High potency, acrylic emulsion-based additive for fast drying, performance boosting, color enhancing and viscosity building (minimum 1%-2%, no more than 3%).

b. Apply second coat perpendicular direction of the first coat to ensure even coverage.

c. Allow the first coat to dry sufficiently to take light traffic without scuffing prior to second coat application. The seal coating system must be fully cured prior to allowing vehicle traffic on the finished surface and application of parking lot striping traffic paint.

e) Apply parking lot striping, fast drying 100% acrylic traffic paint at existing parking lot lines, stalls, and markings per manufacturer’s written instructions. Color, markings, and layout to match existing.

f) Apply parking lot striping, fast drying 100% acrylic traffic paint for new “No Parking” and hatching zone at location indicated in attached plan per manufacturer’s written instructions. Color: White

g) Remove existing concrete sidewalk at depression at approximate location indicated on the plan.

Remove concrete up to nearest control joints from the depression. Form and pour new concrete sidewalk at the location removed per the following and attached details:

a. Size: Match existing width and 4” minimum thickness.

b. Concrete strength: Minimum 3000 psi

c. Concrete finish: Broom finish applied in normal to direction of traffic.

d. Steel reinforcement:

i. Welded wire fabric, 6x6 – W1.4 xW1.4 at 2” from top of concrete slab

ii. Welded fabric must be overlapped a minimum of 6” and secured to prevent separation during concrete placement.

iii. Provide 3” separation between reinforcement and edge of pad.

h) Remove existing 12’ x 16’ concrete dumpster pad at approximate location indicated on the plan. Form and pour new concrete dumpster pad at the location removed per the following and attached details:

a. Size of new dumpster pad: 12’ x 16’ x 6” thick

b. Base: 4” compacted graded aggregate base course

c. Concrete strength: Minimum 3000 psi

d. Concrete finish: Broom

e. Expansion Joint: Provide and install pre-formed expansion joint material at areas new concrete pad abuts to existing asphalt.

f. Steel Reinforcement:

i. Welded wire fabric, 6x6 – W2.9 xW2.9 at 2 ½” from top of concrete slab.

ii. Welded wire fabric must be overlapped a minimum of 6” and secured to prevent separation during concrete placement.

iii. Provide 3” separation between reinforcement and edge of pad.

g. Provide and secure new extra-large, pre-cast concrete wheel stop at the rear of the dumpster.

Coordinate exact location with onsite representative.

i. Size: 8’ long, 11 ½” wide, 7” high.

ii. Color: Yellow

i) Contractors must maintain a clean and organized site during construction. Upon passing the final

Construction Acceptance Inspection (CAI), Contractor must clean up and demobilize without disruption.

j) The Contractor must warranty material and workmanship for a period of one (1) year and/or no less than the manufacturers’ materials warranty, starting from the date of final project acceptance by the

FAA.

6. CONSTRUCTION SCHEDULE:

The work plan and schedule prepared by the contractor must consist of a logical narrative plan. Include construction activities, submittal and approval of materials, samples, and shop drawings (if applicable), the procurement of critical materials and equipment, fabrication of special materials and equipment along with their installation and testing.

Within fifteen (15) calendar days of contract award, the contractor must submit the schedule and work plan.

Notice to Proceed (NTP) will not be issued until the schedule and phasing plan is approved.

7. SPECIAL PRECAUTIONS and SAFETY:

Project facilities are United States Government, Federal Aviation Administration (FAA) facilities used in Air Traffic Control. Loss of Human Life may result from service interruption. Any person who interferes with Air Traffic Control, damages, or trespasses on this property will be prosecuted under Federal law. All persons, vendors or suppliers requiring facility access must coordinate entry with the local facility personnel at least 24 hours in advance.

General Safety Provisions – Safe working conditions must be provided and maintained for all onsite personnel for the full duration of project. Work in surroundings or under working conditions that are unsanitary, hazardous, or dangerous to the health and safety of the employee must not be permitted.

Accident Prevention – An accident prevention program must be maintained onsite to ensure frequent and regular inspections of the job site, materials, and equipment are conducted by a designated competent person.

Competent Persons – Competent person training documentation must be provided where required by 29 CFR 1910 and 29 CFR 1926, such as fall protection and crane/rigging operations. Additional training records may be required on a case-by-case basis.

Use of Equipment – All machinery, tools, material, or equipment utilized must follow OSHA regulations. Only employees qualified by training and/or experience must be permitted to operate equipment and machinery.

Accident Reporting – All accidents must be reported immediately to the local FAA facilities personnel.

Accident and investigation reports are to be copied to the local FAA facilities personnel. within 48 hours.

Accident scenes must not be disturbed until a full and complete accident investigation has been undertaken with the local FAA facilities personnel and other required personnel.

The FAA will not be held responsible for safety inspections to ensure conformance with the OSHA safety regulations; however, the FAA reserves the right to notify the Contractor of any deficiencies regarding worker safety.

8. SUPPLIES AND EQUIPMENT

Shipping and Receiving of Materials – FAA will not be responsible for shipping or receiving any material relating to this project.

Protection of Materials – All materials and supplies to be incorporated into this project must be protected and maintained in like new condition.

Storage of Materials – Temporary storage units/containers for material associated with work may be located on site for the duration of the project. The size and location of storage must be coordinated with the local FAA facilities personnel.

9. FAA RESPONSIBILITIES:

The following FAA Responsibilities applicable to this Statement of Work include:

a) Access – FAA will provide escort services and onsite access to the subject facility.

b) Supervision – FAA will provide facilities representative oversight for onsite contracted activities.

c) Document Review – FAA will review submittals for contractor plans, schedule, product data sheets, safety data sheets for all products, equipment, and materials. FAA will provide contractor one set of review comments with the following stipulations:

Data marked “Approved as Noted” is satisfactory, contingent upon contractor acceptance of corrections and/or notations, and if accepted does not require re-submittal. Data marked “Not Approved” does not meet job requirements, and contractor must re-submit on proper basis.

10. SUBMITTALS:

The following initial deliverables must be submitted and approved prior to start of work:

Electronic .pdf copies of the project schedule.

Electronic .pdf copies of work phasing plan.

Electronic .pdf copies of the submittals including shop drawings, details, manufacturers’ product data sheets (PDS), and safety data sheets (SDS) for all proposed construction materials.

11. PROJECT LOCATION:

FLO TRACON

Address: Florence Regional Airport, 2090 Terminal Drive, Florence, SC 29506 GPS Coordinates: 34.194089, -79.7294

12. CONTACTS:

The following is a list of primary contracts involved in the project: Please contact us if you have any additional questions or concerns.

FAA REGIONAL & DISTRICT OFFICE CONTACTS

Chad E. Heurter, JAX District NIM (A) (470) 352-0845 Tim O’Leary, DFM (803) 822-0847

FAA MYR SSC (LOCAL) CONTACTS

Joseph Palmer, SSC Manager (843) 642-6741 John McDowell, Coordinator (843) 477-2806 Damion O. Slowly, ATSS (843) 934-7936

13. ATTACHMENTS:

1. Site Photos

2. Concrete Details

3. FLO TRACON, Parking Lot and Site Refurbishment Plan

No work shall be initiated without the expressed written authority of the Contracting Officer

****END****

ATTACHMENT 1 – SITE PHOTOS

Photo 1: Existing dumpster pad to be removed and replaced (Rear view).

Photo 2: Existing dumpster pad to be removed and replaced (Front view).

ATTACHMENT 2 – CONCRETE DETAILS