MYR TOWB Refurbish Parking Lot Curb Gutter Sidewalk SOW.pdf

STATEMENT OF WORK

MYR ATCT - Refurbish/Replace Parking Lot, Curb, Gutter, & Sidewalk - FY2023 BIL Project

Myrtle Beach, South Carolina (MYR) September 12, 2024

1. GENERAL:

This statement of work sets forth the requirements for refurbishing/replacing the Parking Lot, Curbs, Gutters, & Sidewalks for Myrtle Beach International Airport located in Myrtle Beach, South Carolina . The purpose of this contract is to furnish all labor, materials, tools, equipment, and other related services necessary to complete this work.

The Contractor shall comply with the terms and conditions of this Statement of Work and direction by FAA including requirements from applicable local, state, and federal regulations governing air traffic, best management practices, and other applicable codes and standards for projects at FAA facilities.

Specific services shall include directives specified herein with associated attachments (when applicable).

These services shall be in accordance with the following:

a) FAA Orders, Advisory Circulars, Operational Risk Management (ORM) requirements, and other

Guidelines and referenced codes contained within the “Terminal Facilities Design Standards (TFDS), Version 2.0 (August 1, 2022 Edition).

b) Existing as-built documents, operation manuals, and technical specifications.

c) International Building Code, 2018 Edition with South Carolina Amendments.

2. PRE-BID CONFERENCE:

During bidder conference, contractors shall 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.

3. SCOPE:

The contractor is responsible for accomplishing the all items of work listed within the statement of work in accordance with applicable drawings (as-builts), previous reports/specifications, building codes, industry standards, manufacturers’ specifications, and general conditions of the contract. The scope of work includes the following:

General Conditions:

a) Contractor is responsible for any Federal, State and Local permits required for the work. Submit all necessary information and documentation to the FAA prior to and during proposed execution of this work scope.

b) Contractor shall provide confirmed project schedule outlining all phases and sub-phases of the work and their impact on the facility. All work will need to be scheduled and performed in such a manner as to minimize the impact to the facility. Work hours and days affecting access/escort shall be coordinated with the local SSC representative.

c) Contractor shall provide general construction services including proper tools, equipment, site superintendent, dumpster/disposal services, barriers/barricades, protection of work and property, general product and equipment submittals, construction cleaning and closeout procedures, interim life safety measures for facilities under construction, and general requirements for work.

d) Contractor shall locate and avoid underground site utilities and infrastructure (not in scope or contract).

Manually excavate by hand digging using wood or fiberglass handled tools when any construction work is expected to come within 3 feet on each side of existing utilities and/or infrastructure.

e) Construction noise, dust and debris must not interfere with the operations of the facility.

f) Contractor shall maintain a clean site and remove temporary equipment from site 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.

g) Contractor shall submit to the FAA a proposed plan regarding precautions for properly containing loose particles/dust/debris generated during construction, demolition/removal, and general cleaning before commencing work.

h) Contractor shall repair any damages caused by work performed at no additional cost to the government and further covered by minimum locally required liability insurance. This includes site irrigation, sod, and vegetation.

i) Contractor shall immediately report any pre-existing (above or below grade) site utility damages and/or deficiencies directly to the local SSC representative before servicing the subject area and shall not proceed with the work until given written consent to do so.

j) Contractor must field verify dimensions affected by the work.

k) The facility must remain in full operation during the entire duration of work. Special consideration of construction phasing and impact shall be given on all user activities, particularly for brief utility outages and/or cutoffs concerning construction impacts to existing utilities and infrastructure.

Pre-construction:

a) Contractor shall provide hardscape cutting and earthwork trenching, grading, and compaction equipment specifications prepared by equipment suppliers/manufacturers.

b) Contractor shall provide bitumen asphalt mix design and/or resurfacing material submittals. New asphalt sub-base/subgrade materials shall be compacted in 12” thick maximum lifts to 95% minimum dry proctor density per lift. Hardscape replacement(s)/refurbishments shall match existing conditions as close as feasibly possible.

See Asphalt Pavement details attachment for additional information.

c) At location of new 5’ asphalt extension, new structural fill (sub-grade) materials are required. Match existing subsurface conditions as close as feasibly possible. Submit new structural fill material submittals for review and approval.

d) Contractor shall provide concrete mix design submittals for reinforced concrete curbs, gutters, sidewalks, and other associated concrete hardscapes.

e) Where applicable design/construction references may conflict, the more stringent requirements and recommendations shall apply.

f) Contractor shall submit an erosion control system consisting of geotextile fabric base and rip rap rock as indicated on site plan.

g) Contractor shall prepare and provide detailed shop drawings for pre-engineered, prefabricated aluminum canopies to replace existing with new approximately 8’ wide x 12’ long x 10’ high canopy over side entry door (see site photos for details) and an approximately 5’ wide x 8’long x 8’ high canopy over the E/G bldg. room door. Coordinate precise size and configuration with local SSC representative and Local Facility Personnel.

Include sufficient gutter, downspout, and drainage system. Style and color selection by local SSC representative. See Aluminum Canopy Specification 107310 for additional information.

h) Contractor shall provide new LED site lighting with poles and wall pack lighting manufacturer cut sheets, All light fixtures shall be provided by ISO certified manufacturers and comply with FCC Title 47 Part 15B class B for emission limits.

i) Contractor shall provide new building façade shop drawing submittal for CMU block wall w/prehung commercial steel security 4070 doors with locking hardware.

j) Contractor shall provide shop drawings and manufacturer’s cut sheets for all remaining proposed construction materials and equipment.

Construction:

a) Contractor shall coordinate mobilization and staging procedures with the local SSC representative. Subject activities shall impose minimum disruption to facility operations.

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

c) Contractor shall barricade civil/site work; provide proper signage; provide proper storm water drainage, pollution, and erosion control measures/devices; and redirect traffic. Coordinate these efforts with local SSC representative and Local Facilities Personnel.

d) Contractor to prepare and install additional concrete (6” thick, 3000 psi min. strength w/ W2.9xw2.9 WWR mat or approved equal) to create motorcycle parking. See attached Concrete and Asphalt Details for additional information.

e) Contractor shall extend the asphalt surface on one side of the parking lot at least 5’ wider as shown in the site survey drawing. See attached Concrete and Asphalt Details for additional information.

f) Contractor shall fill all existing asphalt cracks (as determined at pre-bid conference) and apply bituminous sealcoat over entire parking lot surface. Refer to enclosed Typical Civil Site Design Details for additional information.

g) Contractor shall paint (mark) label hardscape Parking surfaces in accordance with applicable building codes and industry standards.

h) Contractor shall improve storm water drainage, management, and control by releveling pavements, strategically sloping pavements to proper drainage systems, servicing existing curbs, gutters, and other site drainage features where indicated on plans. Refer to enclosed Typical Civil Site Design Details for additional information.

i) Contractor shall improve sidewalks, ensuring flat, tread-safe, level, and unobstructed walkway surfaces. Refer to enclosed Typical Civil Site Design Details and Google Earth Aerial Photo Plan with Hardscape Damage Photos for additional information.

j) Contactor shall remove grass and organics, install 8”-12” rip rap rock placed directly over 8 oz. minimum Rip Rap Geotextile Underlayment placed directly over compacted subgrade with 95% minimum dry proctor density as indicated on site plan.

k) Contractor as indicated on site plan shall remove vegetation and at least 4 inches of soil and install 8 oz.

minimum Rip Rap geotextile underlayment and 4” of #57 stone directly over compacted subgrade with 95% minimum dry proctor density.

l) Contractor shall replace twenty (20) damaged wheel stops with new precast concrete wheel stops. Coordinate with local SSC representative onsite for location of damaged wheel stops requiring replacement. Clean and paint all existing and new precast concrete wheel stops. Color Selection: Submit for approval.

m) Contract shall provide deficient crack and joint repairs in hardscapes (concrete and asphalt).

n) Contractor shall replace eighteen (18) site lighting poles and six (6) wall pack lights with new LED units.

Match existing conditions including fixture height/pole length as close as feasibly possible. All light fixtures shall be provided by ISO certified manufacturers and comply with FCC Title 47 Part 15B class B for emission limits.

o) Contractor shall replace existing aluminum canopies at side entry door and E/G door with larger aluminum canopies with sufficient drainage system. See enclosed site plan and photo for location and details.

p) Contractor shall lift/raise three existing manholes shown on drawings to even with existing grade/surface elevation. Closely coordinate plans for this work with the local SSC representative.

q) Contractor shall replace rotten front façade (approximately 17’ wide x 12’ high) of small building. New wall shall be made of concrete masonry block units matching existing walls and painted to match, laid in place including commercial grade, Pre-hung steel double security doors w/ expandable frame. Door opening height 84” and door opening width 96” and 1-3/4” thick 18 gauge steel with lockset to accept Best Lock core. Active door with lock and inactive door with flush bolts and lock strike.

r) Stabilize site in general accordance with the applicable building codes and industry standards.

s) Contractor shall maintain a clean and organized site during construction. Upon passing final Construction

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

4. FAA RESPONSIBILITIES:

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

a) Access – FAA will provide proper 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 a draft copy of the Submittals (with manufacturing cut sheets for proprietary products, equipment, and materials). FAA will provide contractor one set of review comments for general response prior to receipt of final draft copy of the submittal to be used for permitting and construction purposes.

d) Coordinated Work – FAA local technical operations personnel will assist with coordination efforts of the subject work. This includes field measurements, demolition and removal of existing infrastructure, and preparations for new replacement/refurbishment installations.

5. SUBMITTALS:

In accordance with the FAA A/E Project Manual, the deliverables shall include:

• Electronic .pdf copies of the project schedule

• Electronic .pdf copies of the applicable shop drawing submittals and manufacturing cut sheets for all proposed construction materials, supplies, and equipment.

6. 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

Jonathan Kreiner, ZJX District NIM (904)-563-2762 Chad E, Heurter, JAX District NIM (A) (470) 352-0845 Tim O’Leary, DFM (757)-709-0157

FAA JAX CONTACTS

Joseph Palmer, MYR SSC Manager (843) 642-6741 John McDowell, MYR SSC Coordinator / COR (901) 498-3376

7. ATTACHMENTS (To be transmitted):

a) MYR TOWB Parking Lot Site Photos

b) MYR TOWB - Google Earth Aerial Photo

c) MYR TOWB – Site Plan

d) Typical Civil Site Design Details – (Hardscapes)

e) Cast-In-Place Concrete 03 30 00

f) Bitumen Asphalt Specification 32 12 16

g) Concrete Paving 32 13 13

h) 107310 Mitchell-Metals-Specifications-Overhead-Supported-Canopy

i) Concrete and Asphalt Pavement Details

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

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