Draft-SOW-Specs-45pgs.pdf

LaGUARDIA AIRPORT

RUNWAY 22 LOCALIZER

SHELTER DEMOLITION

FLUSHING, NY

Prepared By: New York Technical Support Center Date: February 19, 2026

DRAFT

WORK SUMMARY

The work must include all material, equipment and labor to perform the follwoing:

Project Phase 1: Shelter Testing and Asbestos/Lead Abatement Planning and Design (Complete by March 12, 2027)

1. Perform toxicity characteristic leaching procedure (TCLP) test on existing shelter to determine the proper disposal method for the shelter material. Prepare and submit a Shelter Demolition and Disposal/Recycling Plan. See Appendix B, Lead Paint Sampling Report dated March 21, 2024, and Lead Paint Testing Results dated September 05, 2018.

2. Attend Pre-construction and Pre-asbestos Removal meetings at LaGuardia Airport with the Federal Aviation Administration (FAA) and Port Authority of New York and New Jersey (PANYNJ).

3. Prepare Asbestos Abatement Design and Workplan. See Appendix B, FAA Asbestos Sampling Report, dated April 01, 2024, and environmental testing lab results, dated March 24, 2016.

Asbestos Abatement Phase I:

A. Abatement Phase IA - Prepare and submit Abatement Design and Workplan in accordance with New York State (NYS)

Code Rule 56, Asbestos and specifications.

B. Abatement Phase IB - Perform and submit Background Air Sampling in accordance with NYS Code Rule 56, Asbestos C. Submit project Notifications.

Asbestos Abatement Phase II must not start until Asbestos Abatement Phase I is completed and the FAA has relocated the Localizer equipment into the temporary shelter.

Project Phase 2: Set up of Temporary Localizer Shelter (To Be Performed by FAA)

Project Phase 3A: Shelter Abatement/Demolition (Start April 12, 2027 – Complete by April 24, 2027)

1. Remove and properly dispose of the asbestos containing material.

Asbestos Abatement Phase II:

A. Abatement Phase IIA - Perform Work Area Preparation in accordance with NYS Code Rule 56.

B. Abatement Phase IIB - Perform Asbestos Abatement in accordance with NYS Code Rule 56.

C. Abatement Phase IIC - Perform Final Cleaning and Clearance Procedures in accordance with NYS Code Rule 56.

a. NOTE: Results must be immediately forwarded to the FAA D. Abatement Phase IID - Perform Final Waste Removal and Disposal in accordance with NYS Code Rule 56, US EPA and

NYS Department of Environmental Conservation regulations.

2. FAA must disconnect the shelter electrical service and remove the power service cables. The Contractor must test/inspect service panel to confirm power disconnection.

3. Demolish and dispose of/recycle the existing Localizer shelter in accordance with the approved Shelter Demolition and

Disposal/Recycling Plan. Demolition of the shelter roof and exterior walls must occur when Runway 4 – 22 is closed (midnight to 0500 Local).

NOTES:

The work site is located within the secure Airport Operations Area (AOA). Personal vehicles are not permitted to enter the AOA and parking will not be provided by the FAA. The FAA must escort the Contractor to and from the work site each day from guard post “3”.

Each worker must have a current valid REAL ID Government identification (i.e. current driver’s license or passport) to enter the airport (NO EXCEPTIONS). At the guard post, Airport security will subject each worker to a background check and inspect each vehicle. This check could take up to 20 minutes to complete. The Contractor must have an approved PANYNJ-LaGuardia Airport badged security guard service on-site during all work hours. See specification Division 1 for additional details.

SPECIFICATION INDEX

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS

Section Title

1-1 Summary of Work 1-2 Construction Limits and Use of Facilities 1-3 Temporary Facilities 1-4 Contract Close-out 1-5 Project Record Documents 1-6 Insurance 1-7 Completion Certificate

DIVISION 2 - SITE WORK

2-1 General/Applicable Documents 2-2 Selective Demolition 2-3 Asbestos

Appendix A: Health and Safety Plan Checklist

Appendix B: Environmental Testing Results

DIVISION 1 - GENERAL REQUIREMENTS

1-1 SUMMARY OF WORK

1-1.1 General

These specifications, together with the referenced specifications, standards and drawings specified in the Contract Documents, cover the requirements of the FAA, hereinafter referred to as the Government or FAA, for all work associated with the demolition of the Runway 22 Localizer shelter at LaGuardia Airport, Flushing, NY.

1-1.2 Intent of Specifications

This specification identifies all labor, materials and equipment necessary to perform the required work. All material not specifically indicated as furnished by the Government in the List of Government Furnished Materials (GFM), must be furnished by the Contractor.

1-1.3 Construction Per Drawings

The demolition of this facility must be in accordance with the lines and grade shown on the contract drawings. The

Contractor must verify all distance by measuring in the field.

1-1.4 Contract Duration/Period of Performance

Sixty (60) total calendar days from the notice to proceed (NTP). Project Phase 1: Forty-Seven (47) calendar days; Project Phase 3A: Thirteen (13) calendar days.

Notice to Proceed is planned for February 01, 2027.

1-1.5 Work Hours

Normal work hours are from 7 am to 3:30 pm, Monday through Friday. All work outside of the normal time frame must be coordinated with the FAA Resident Engineer (RE) /Contracting Officer Representative (COR) a minimum of 48 hours prior.

1-1.6 Work Schedule

The Contractor must submit a bar-chart schedule listing work dates with corresponding tasks

1-1.7 Health and Safety Plan

The Contractor must submit a health and safety plan (HASP) prior to the issuance of the notice to proceed. The Contractor must use the HASP checklist (See Appendix A) as a template for required information. The FAA Construction Safety Checklist (Form 3900-18) must be reviewed and signed by the Contractor prior to the start of work.

1-2 CONSTRUCTION LIMITS AND USE OF FACILITIES

1-2.1 Construction Limits

The Contractor must confine operations, activities, storage of materials and employee parking within the areas designated by the FAA RE. Any additional space the Contractor deems necessary must be obtained off the site, at no additional cost to the Government. At no time will the Contractor disturb any of the vegetation at the site unless directed by the FAA RE.

The Contractor must not work in the runway safety area without permission from the FAA RE.

1-2.2 Damage to Site

Damage to existing pavement, landscaping, structures or underground facilities caused by the Contractor's activities must be repaired. All costs of such repairs must be paid for by the Contractor. After notice to proceed and prior to commencement of construction, the Contractor and FAA RE must conduct joint inspections of the existing area. Existing damage or defects must be noted and will be used as the basis for determination of damages caused by the Contractor's operations.

1-2.3 Contractors' Use of Premises

The Contractor must have use of the premises within the construction area limits for the execution of his work and must assume full responsibility for the protection and safekeeping of products and materials stored on the site. This must include all Government Furnished Equipment (GFE) as provided in this contract.

The Contractor and subContractors must maintain the job site in a neat and orderly condition. This includes the daily removal of rubbish, waste, tools, equipment, and materials not required for the work in progress.

1-2.4 Access to Site

The Contractor must be escorted to and from the site by the FAA. All Contractor and sub-Contractor employees entering the Airport must have a valid, non-expired REAL ID (drivers license or passport). The Contractor must notify the FAA 48 hours in advance when more than 2 vehicles and/or more than 5 workers will require access to the site. All Contractor vehicles must bear the company name and have a 3’ x 3’ orange and white checkered flag or an orange beacon if night work is required. Magnetic signs are not permitted to mark vehicles with the company name. All company markings must be permanently attached to the vehicle.

FAA to provide an escort from the guard post to the site at 7:00 am and from the site at 3:30pm. If additional escorts are required during the workday, the Contractor must notify the FAA a minimum of 48 hours in advance. The Contractor must plan on approximately 20 to 30 minutes for each guard post entry.

The Contractor must hire PANYNJ badged security guard(s) to be on-site during all times of work. The Contractor must have one guard on-site for every five (5) workers. Also, additional guards must be hired if the Contractor is going to be working in multiple locations at same time or if one guard cannot maintain line-of sight to all workers.

1-2.4.1 Ramp Freeze/VIP Movements

Access to the airport and work site may be restricted during the times that VIP aircraft and personnel are using the airport.

If a ramp freeze is put into effect by PANYNJ Operations and the FAA, all Contractor personnel must cease work and leave the airport/AOA under FAA escort. The FAA must escort the Contractor back to the worksite after the VIP has departed the airport and the ramp freeze is lifted.

1-3 TEMPORARY FACILITIES

1-3.1 General

The Contractor must provide and pay for all temporary services and facilities as specified below and as necessary for the proper and expeditious execution of the work.

1-3.2 Temporary Toilets and Sanitation

The Contractor must provide ample and suitable on-site sanitary conveniences with proper enclosures for the use of all workers. Such conveniences must be secured from overturning, kept clean, properly ventilated and must be maintained in conformity with requirements of all laws and ordinances governing such installation. Locations must be subject to the RE's approval. After completion of the work, such conveniences must be removed from the site.

1-3.3 Temporary Electric Lighting and Power

The Contractor must provide and maintain a temporary lighting and power system for construction and inspection purposes. The Contractor must make all necessary arrangements for temporary electrical services and must provide and pay for all temporary work.

1-3.4 Water

Site does not have access to a water source. The Contractor must supply and transport all water required for the project.

1-4 CONTRACT CLOSEOUT

General

The Contractor must require each subContractor engaged upon the work to bear full responsibility for cleaning up during and immediately upon completion of his work. All rubbish, waste, tools, equipment and other apparatus caused by or used in the execution of the work must be removed. This must in no way be construed to relieve the Contractor of his primary responsibility for maintaining the site clean and free of debris, and leaving all work in a clean and proper condition acceptable to the RE.

1-4.1 Rubbish Removal

Immediately after unpacking, all packing material, case lumber, wrappings, or other rubbish, flammable or otherwise, must be collected and removed from the site and disposed of in accordance with local regulations on a daily basis.

1-4.2 Overall Cleaning

Immediately before the final inspection, the surrounding areas must be thoroughly cleaned by the Contractor, including but not limited to the following:

a) For all construction facilities, debris and rubbish must be removed from the site.

b) All tools, scaffolding, temporary utility connections or buildings, belonging to the Contractor or used under his direction must be removed from the site.

1-5 PROJECT RECORD DOCUMENTS

1-5.1 Maintenance of Documents

The following documents must be maintained at the project site:

a) Contract drawings

b) Contract specifications

c) Reviewed shop drawings/submittals

d) Change orders

e) Field test reports

f) Project correspondence

g) Current Work Schedule

1-5.2 Submittals

General -- All materials that are to be installed by the Contractor, must be submitted to the FAA RE for approval, prior installation.

1-5.2.1 Procedure

Submit all shop drawings and/or product data to the FAA RE with a copy to the Contracting Officer via email in .pdf format. A set will be marked up, digitally signed and returned to the Contractor via email. The FAA RE must return all submittals to the Contractor within fourteen (14) days.

1-5.2.3 Shop Drawing/Product Data Approval

Approval will not relieve the Contractor of responsibility for any error which may exist. The Contractor must be responsible for the dimensions and design of adequate connections, details, and satisfactory construction of all work.

1-5.2.4 Approved as submitted - If "approved as submitted" is marked by the General Engineer, each copy of the shop drawings or product data will be identified as having received such approval by being stamped and dated. After submittal has been approved, no substitution will be permitted without written approval by the General Engineer.

1-5.2.5 Approved as noted - If "approved as noted" is marked by the General Engineer, the shop drawings or product data is satisfactory contingent upon Contractor acceptance of corrections, notations, or both and, if accepted, does not require resubmittal.

1-5.2.6 Approved as noted - resubmission required - If "approved as noted-resubmission required" is marked by the General

Engineer, the shop drawings or product data may be satisfactory contingent upon Contractor resubmission of corrections, notations, or both. The effect of the notations or corrections is such that resubmission is required in order to evaluate the corrected data or drawings. Contractor must resubmit the corrected material, in the same quantity as specified for the original submittal.

1-5.2.7 Not approved - If "not approved" is marked by the General Engineer, the shop drawing or submittal data does not meet job requirements and the Contractor must resubmit. If shop drawings or submittal data are disapproved, the Contractor must resubmit the corrected material, in the same quantity as specified for the original submittal

1-6 INSURANCE

In accordance with the requirements listed in the contract clauses, the Contractor must submit to the FAA, an insurance certificate listing the Federal Aviation Administration (FAA) as the certificate holder with the following limit requirements:

GENERAL LIABILITY

General Aggregate $5,000,000 Products-Comp/Operations Aggregate $5,000,000 Each Occurrence $5,000,000

AUTOMOBILE LIABILITY

Combined Single Limit $5,000,000

WORKERS COMPENSATION

Statutory As-Required by State

The certificate of insurance must also:

Include the PANYNJ application number (to be provided by the RE after award of the project) with the project location “FAA Runway 22 Localizer” List “The Port Authority of New York & New Jersey and its wholly owned entities” as additional insured under the policy.

Include the PANYNJ Immunity Clause: “The insurer(s) must not, without obtaining the express advance written permission from the General Counsel of the Port Authority, raise any defense involving in any way the jurisdiction of the Tribunal over the person of the Port Authority, the immunity of the Port Authority, its Commissioners, officers, agents or employees, the governmental nature of the Port Authority or the provisions of any statures respecting suits against the Port Authority.”

Include “The issuing insurer must mail 30 days written cancellation notice to the additional insured”

The PANYNJ may request the Contractor submit a certificate of insurance listing the PANYNJ as the certificate holder. If requested, the FAA must provide the PANYNJ mailing address and contact.

1-7 COMPLETION CERTIFICATION

When the Contractor considers the work complete, the Contractor must submit written certification that contract documents have been reviewed and the work is compliance with contract requirements.

1-7.1 Punch List

The Contracting Officer will furnish the Contractor with a list of discrepancies in the work, material and equipment noted during the FAA final inspection.

DIVISION 2 – SITE WORK

2-1 GENERAL

2-1.1 Protect pavement, drainage, shelters, electrical gear and utility lines on or adjacent to the site, and any damage thereto must be repaired immediately at the Contractor's expense. Remove any material that falls from the Contractor's equipment.

It is understood and agreed that the FAA does not guarantee the accuracy or the completeness of the location information relating to existing utility services, facilities, or structures that may be shown on the plans or encountered in the work. Any inaccuracy or omission in such information must not relieve the Contractor of his responsibility to protect such existing features from damage or unscheduled interruption of service.

Existing underground cables and ducts shown on the drawings are in their approximate locations only. In addition, other cables and utility lines may exist but are not shown. Prior to any excavation, drilling or trenching, the Contractor must meet with FAA Maintenance personnel and contact the “One Call Center” to stake out the location of all underground cables, pipes, ducts or other facilities which could be damaged. Contractor will be responsible for marking out all FAA owned facilities.

The Contractor must hand dig in the vicinity of all underground utilities.

2-2 DEMOLITON

Demolition of the shelter must not begin until after all asbestos containing material has been removed and clearance has been giving in accordance with NYS Code Rule 56.

Cutting with an open flame is not permitted on-site.

All construction debris must be immediately placed into the appropriate covered container. All containers must be removed from the site immediately after completion of the shelter demolition. All debris must be disposed of/recycled in accordance with the approved demolition and disposal/recycling plan

Shelter Demolition and Disposal/Recycling Plan

The Contractor must prepare and submit a Demolition and Disposal/Recycling plan prior to the start of work (Note:

Asbestos Abatement Work Plan to be submitted separately) . At a minimum, the plan must contain the following:

1. TCLP testing results

2. Demolition sequence of work.

3. Dust control measures.

4. Process for separating materials to be recycled (painted steel, non-painted steel), general construction debris

(C&D waste), general waste and hazardous waste.

5. Paint chip collection and disposal method (D008 Hazardous Waste).

6. Painted steel recycling notification (NYSDEC Form 7).

7. Contractor EPA lead certification/license, worker EPA/OSHA Lead Training Certifications, required worker protection (PPE), lead based paint collection procedures and hazardous disposal procedures.

8. Worker protection for demolition of concrete floor coated with mastic containing less than 1% asbestos per

Occupational Safety and Health Administration (OSHA) 29 CFR 1926.1101, Asbestos Standard for the Construction Industry

9. Method for demolition of concrete floor coated with mastic containing less than 1% asbestos.

10. Name, address, phone number and licenses/permits for ALL transporters.

11. Name, address, phone number and permits for facility accepting general construction debris (C&D waste)

12. Name, address, phone number and license/permit for recycling/scrap facility accepting lead painted scrap steel.

13. Name, address, phone number and license/permit for the facility accepting hazardous material (lead paint chips)

Contractor must provide a Certificate of Treatment, Recycling and/or Disposal to the FAA Resident Engineer within ten

(10) days of material removal from site.

2-2.1 Lead Paint

The shelter was tested for lead paint by FAA, see Appendix B for Lead Paint Sampling Report and testing results for locations of lead containing and lead based paints.

Management and Disposal of Lead-based Paint Debris

Prior to starting demolition, the Contractor must classify the proposed demolition material by collecting representative samples of the material and analyze the samples of the material for Resource Conservation and Recovery Act (RCRA) Toxicity Characteristic (TC) of lead utilizing the USEPA's latest SW-846 Test Methods for Evaluating Solid Waste.

If the concentration of lead is above 5.0 mg/l, the debris must be classified as hazardous waste, EPA Hazardous Waste Number D008, and the debris must be managed as hazardous waste in accordance with hazardous waste generator requirements of 40 CFR Part 262 for storage, transportation and disposed of as such waste. The Contractor is listed as the generator must comply with the USEPA's Land Disposal Restrictions of 40 CFR Part 268.

If the Toxicity Characteristic concentration of lead in the debris is less than 5.0 mg/l, the debris must be managed as ID 13C Construction and Demolition Waste. The debris waste must be transported by a transporter licensed to transport solid waste and must be disposed of at a permitted solid waste facility such as a landfill.

2-3 ASBESTOS

The shelter was tested for asbestos and the following is the results:

Exterior Skirt – 26.7% Chrysotile Floor Tile Mastic - < 1% Chrysotile

See Appendix B Asbestos Sampling Report, dated April 01, 2024, and lab testing results dated March 24, 2016.

2-3.1 Asbestos Abatement

This work must comply with the U.S. Department of Labor, Occupational Safety and Health Administration (OSHA)

29 CFR 1926.1101, Asbestos Standard for the Construction Industry AND New York State Department of Labor Industrial Code Rule 56 (12 NYCRR Part 56). Asbestos abatement to include all applicable notifications to federal, state, and local governmental authorities.

Phase I:

1. Phase IA, submit abatement Design and Workplan in accordance with New York State (NYS) Code Rule 56, Asbestos and specifications to FAA

2. Phase IB, perform Background Air Sampling in accordance with NYS Code Rule 56, Asbestos and submit all required notifications.

Phase II must not start until Phase I is completed and approval is given by the FAA.

NOTE: Air sampling procedures must not be performed by any asbestos Contractor involved with the asbestos project, except as follows: The non-abatement asbestos Contractor firm that performed the building/structure asbestos survey, or is acting as the project monitor or project designer on the asbestos project, may perform project air sampling and analysis, provided that the individual or firm performing the building/structure asbestos survey or acting as project monitor or project designer, will not perform any asbestos abatement work on the project and has not retained or been retained by the asbestos abatement Contractor for work on the asbestos project.

Phase II:

1. Phase IIA, perform Work Area Preparation for the removal of the asbestos containing material in accordance with NYS Code Rule 56.

2. Phase IIB, perform Asbestos Abatement for the removal of the asbestos containing material in accordance with NYS Code Rule 56.

3. Phase IIC, perform Final Cleaning and Clearance Procedures in accordance with NYS Code Rule 56.

NOTE: Results must be immediately forwarded to the FAA

4. Phase IID, perform Final Waste Removal and Disposal from the Site in accordance with NYS Code Rule 56, US EPA and NYS Department of Environmental Conservation regulations. Contractor must provide original copy of disposal manifest to the FAA within thirty (30) days of the asbestos containing material removal. Manifest must have signature and printed name of the individual receiving the material at the disposal facility.

2-3.2 Pre-Asbestos Removal Documentation

A minimum of thirty (30) days prior to the start of abatement work, the Contractor must submit to the FAA for approval the items listed below and any additional items requested by the FAA Resident Engineer.

Identify each set of submittals with the corresponding paragraph number for which the submittal is being presented.

Submit copies of the certifications, licenses and qualifications to perform work and all required project-specific items including, but not limited to, the following:

1. Copy of valid Asbestos Contractor's License

2. Information on Competent Person (i.e.: resume) showing:

a. Three-years project supervision experience.

b. Copy of valid Asbestos abatement Supervisor certificate.

3. Asbestos Handlers certificates for the proposed staff.

4. Information (i.e.: resume) on the "Certified Project Designer" the Contractor plans to utilize showing:

a. Three-years asbestos project design experience.

b. Copy of valid Asbestos Project Designer certificate.

5. Information (i.e.: resume) on the Certified Industrial Hygienist (CIH) the Contractor plans to utilize showing:

a. Three-years asbestos related experience.

b. Copy of valid American Board Industrial Hygiene certificate.

6. Information on the Environmental Laboratory the Contractor plans to utilize, including:

a. Proof of participation in the American Industrial Hygiene Association's Proficiency

Analytical Testing Program [PAT].

7. Outline of Respiratory Protection Program for Employees conforming with current regulations - The outline must bear the signature and approval of the CIH.

8. List of Subcontractors Contractor plans to utilize.

9. Company name and address of Asbestos Waste Transporter the Contractor plans to utilize to provide transportation services. Provide documentation showing, for each State in which transportation is to occur, the following:

a. Copies of Transporter's Permits, Licenses and/or Certificates as required by state agencies to operate.

b. Name and title of Transporter's contact person.

c. Business and mobile telephone numbers.

d. U.S. DOT statement of reportable accidents and reportable environmental incidents as per

49 CFR 171.15 and 171.16

10. Name of landfill facility the Contractor plans to utilize for disposal of the asbestos containing material and submit the following documentation for the proposed facility:

a. Municipal permits and/or licenses required to operate.

b. State permits and/or licenses required to operate.

c. Federal permits and/or licenses required to operate.

d. Name, title and telephone number of Landfill's contact person.

11. "Work Area" and "Work Site" procedures.

12. Fire Prevention and First Aid Procedures.

13. Work site communication with police, fire department, Facility Operations and the Engineer.

14. Detailed site-specific Drawings prepared and signed by a "Certified Project Designer" which must include, but not be limited to, the following:

a. Negative Air Unit Calculations (if needed).

b. Engineering Controls (i.e.: work area enclosure; decontamination enclosure system layout and location; work area boundaries; etc. ).

c. "Emergency Egress" location(s).

d. Requirements for electric power, water supply and drainage.

e. Requirements for storage and staging location(s).

15. Project Specific Chain of Command -- Show on Chain of Command form(s) office and mobile telephone numbers of persons having the authority to dispatch personnel to the Project location and commit such persons to the tasks as directed by the Engineer. At a minimum include numbers for Project Supervisor, Competent Person and CIH.

16. Catalog cuts for all materials and equipment to be used for Work of this Section, in accordance with Division 1-5.

17. Material Safety Data Sheets for all chemicals to be used on site.

18. An Abatement schedule stating critical dates of the job including start of mobilization, the preparation, removal, and reactivation of each work area, and completion of deactivation.

19. A staffing schedule stating number of workers per shift, name and number of supervisor(s) per shift, hours per shift, shifts per day, and total days to be worked.

20. Copies of notifications and re-notifications, prior to sending.

21. Copies of the Final Report – See Divison 2-3.3.

22. Copies of project-specific variances obtained by the Contractor for Work of this Section.

A. The Contractor must maintain records signed by a physician documenting worker medical examinations with chest X-rays and pulmonary function tests. The form from Appendix D of OSHA CFR 1926.1101 Title 29 or equal must be used. These records must be kept on file by the Contractor for the duration of employment, plus 30 years.

2-3.3 Final Report

The Contractor must submit a Final Report to the FAA within 30 days of the completion of the asbestos abatement.

The Report must contain:

1. A cover page identifying the entity performing Work of this Section with their phone number and business address, name of the "Competent Person", name and business address of the CIH and analytical laboratory, name and business address of the waste transporter, and name and business address of the landfill.

2. Summarize the type(s) of material removed, quantity of material removed, description of containment and engineering controls, amount of waste generated and date(s) transported from facility.

3. Daily project logs, entry logs, and if applicable, time and material sheets.

4. Analytical results of employee exposure air monitoring performed during Work of this Section, and strip or disk chart recordings of differential air pressure to areas adjacent to the "Work Area(s)".

5. Waste Shipment Record signed by the operator of the disposal site indicated in the Contractor's approved submittals.

6. Manometer recording logs. Manometer chart or tape must include a date and time marker at least once per

24-hour period, and must clearly indicate scale and zero.

7. The name, title and signature of the person preparing the final report.

List of Drawings

DRAWING NUMBER DESCRIPTION REVISION DATE

URD LOC-DEMO-G001 COVER 01/08/2026

URD LOC-DEMO-G002 INDEX/WORKPLAN 01/08/2026

URD LOC-DEMO-G003 PHOTOS 01/08/2026

URD LOC-DEMO-C001 VICINITY SKETCH 01/08/2026

URD LOC-DEMO-C002 SITE PLAN WITH TEMPORARY SHELTER 01/08/2026

URD LOC-DEMO-C003 DEMOLITION PLAN 01/08/2026

APPENDIX A – HASP CHECKLIST

HEALTH AND SAFETY PLAN SUBMITTAL CHECKLIST

Contract/Project Name: Click or tap here to enter text.

Facility/Location(s): Click or tap here to enter text.

Submitted by (Contractor): Click or tap here to enter text.

Reviewed by: Click or tap here to enter text. Date: Click or tap to enter a date.

The following guidance document highlights key items, at minimum, to be included in the Site-Specific Health and Safety Plan (HASP). HASP documents can be more comprehensive than the items listed below depending on the work to be performed and associated hazards. The completed HASP must comply with contract documents and applicable Federal, State, or Local regulations.

CHECKLIST SECTIONS YES Page # N/A Conditions for Accepting a HASP Document from the Contractor* Cover Page Requirement* Scope of Work* Personnel* Competent Person Requirements* Confined Space Crane & Hoist Safety Cutting & Welding Safety Diving Program Drug and Alcohol, Disciplinary Action Emergency Response Employee Information & Training Excavation & Trenching Fall Protection Fire Protection & Prevention First Aid Hazard Communication Hearing Conservation Housekeeping, Site Conditions Infectious Disease Preparedness and Response Policy (IDPR)/COVID-19 Job Hazard Analysis/Control Lockout & Tag Out Medical Surveillance Personal Hygiene Facilities and Sanitation Protective Clothing & Equipment Recordkeeping Respiratory Protection Restricted Zones & Signs Scaffolding Silica Program Traffic Safety Waste Management Working Near Water

A. Requirements for accepting a HASP submission

Reference Conditions for Accepting a HASP Document from the Contractor Req. Name, title, and contact information of the individual responsible for developing and submitting

Contractor’s HASP document.

Req. Name, title, and contact information of the individual responsible for managing and maintaining

OSHA/Safety records for the Contractor’s safety program.

Req. All elements in part “B. Cover Page Requirement” must be followed.

Req. According to the scope of work, provide all necessary information including but not limited to part

“C. Scope of HASP Review”.

Req. The HASP must be a “stand-alone” document that details all aspects of the tasks and potential hazards associated with the scope of work. The HASP and all HASP related documents must be submitted digitally and contain only site specific and job specific information.

B. Cover Page Requirement

Reference Cover Page Requirement Req. Project Name and Project Number Req. Name, address, and 24-hour phone number of the Prime Contractor Req. List of Emergency Contacts’ Names and Numbers, including PA Resident Engineer’s Office and

PA Police/Communications Desk

C. Scope of HASP Review

Reference Scope of Work Req. Table of contents with indexed page numbers Req. Detailed scope of work identifying all tasks involved in project Req. Identify work site location within the facility Req. Location of the HASP written document, where it will be kept for consultation during the project

Reference Personnel Req. Anticipated crew size; names and titles of key personnel Req. Provide name and contact information for Project Safety Manager and detail responsibilities

Reference Competent Person Requirements Req. Provide name and contact information of designated on-site competent person(s) for Prime

Contractor and SubContractor(s) Req. Provide evidence of minimum 2 years supervisory experience for construction/demolition/alteration projects (signed letter from employer stating competent person’s supervisory experience or resume) Req. Provide evidence of 30-hour OSHA Construction Industry training (copies of OSHA card or certificate of completion)

Reference Confined Space, if applicable

29 CFR

1926.1200-1213 Program describing site-specific confined space entrance and operating procedures

29 CFR

1926.1211 Emergency rescue/retrieval procedures

Req. Copy of Contractor’s Confined Space permit Req.

Req. Copy of FAA Confined Space Entry Permit

Reference Crane & Hoist Safety, if applicable

29 CFR

1926.1401-1441 Procedures for proper rigging and lifting of materials and equipment

1 RCNY 3319-

Provide crane safety procedures including the conditions under which operations will shut down.

1926.751 Provide crane safety procedures for ‘critical lift’

Reference Cutting & Welding Safety, if applicable

1926.350-354 Welding safety plan

PA Req. Include Fire Watch requirement to maintain surveillance for 1 hour after completion of hot work

29 CFR

1926.350(a) Procedures for storage and handling of compressed gases

PA Req. Copy of Port Authority Cutting and Welding Permit Form PA 2133 PA Req. Copy of FAA and Port Authority Special Hot Work Permit Form PA 2847

Reference Diving Program, if applicable

1910.410

29 CFR

1915.6,7,9

Program describing operating procedures Diving Certifications for dive team CPR certifications for dive team Identify Competent Person and provide training, experience Decompression chamber required (dive depth contingent) List First Aid supplies present at dive site Emergency phone numbers (Police, nearest hospital, Resident Engineer, company personnel and safety personnel) Nearest hyperbaric chamber Nearest Coast Guard Rescue Identify conditions requiring dive termination 2-way communication available between diver and attendant Site-specific hazard analysis Diving equipment in use Lock Out & Tag Out procedure, if applicable

Reference Drug and Alcohol, Disciplinary Action Req. Provide Drug and Alcohol Program in relation to the specific Disciplinary Action Procedure, including disciplinary steps and appeals process

Reference Emergency Response

29 CFR 1926.35

29 CFR 1926.65

29 CFR 1926.50

Program that details procedures in the event of an emergency, accident, or spill including reporting methods, corrective action, clean-up procedures, and responsibilities of key personnel

Req. Accident/Injury reporting template that records accidents, injuries and near misses Req. Highlighted map and directions to the nearest hospital 29 CFR 1926.35 Evacuation/Egress plan including muster locations PA Req. Include statement indicating that FAA COR, Port Authority Police Department (PAPD) and

Resident Engineer Office (REO) immediately be notified in the event of an emergency

Reference Employee Information & Training

1926.21(b)(2) Specify the minimum training requirements for this project

Req. Provide statement indicating workers receive and maintain all applicable/required training in accordance with local/state/federal regulations to conduct tasks. Prime Contractor must ensure proof of training is maintained on site and available for review upon request.

Reference Excavation & Trenching, if applicable

1926.650-652

Excavation & Trenching program that provides procedures for proper underground digging operations *all PA soil is classified as Type C*

1926.651(b) Include requirement to contact the utility companies before beginning excavation

Reference Fall Protection, if applicable

1926.500-503

29 CFR 1926.

Subpart M

Procedures describing site-specific Fall Protection Program

Req. Include statement that any exposure to heights 6 feet or more will require implementation of the fall protection program

Req. Emergency rescue/retrieval procedures

Reference Fire Protection & Prevention

29 CFR 1926.24

29 CFR

1926.150

29 CFR

1926.152 Local Building and Fire Code

Procedures for proper storage and control of ignition of flammable and combustible materials

Reference First Aid 29 CFR 1926.50 Provide first aid supply list Provide statement indicating on-site CPR/first aid trained personnel

Reference Hazard Communication

29 CFR 1926.59

29 CFR

1910.1200

Hazard communication program that provides chemical information and associated protective measures to all project workers

29 CFR

1910.1200 (e)(2)

Provide statement indicating Safety Data Sheets are readily available for reference on site.

Provide location where SDS will be maintained.

Reference Hearing Conservation, if applicable

29 CFR 1926.52

29 CFR

1926.101- Subpart E

Program describing Hearing Conservation procedures including scope, application, monitoring, signs, audiometric testing, and recordkeeping

Reference Housekeeping, Site Conditions

1926.25(a) Procedures on promoting clean and safe project site conditions using good housekeeping

29 CFR 1910.22

1926.501

Procedures on promoting safe walking and working surfaces

FAA Procedures for elimination of Foreign Object Debris (FOD), if applicable

Reference Infectious Disease Preparedness and Response Policy (IDPR)/COVID-19 CDC/OSHA Provide a plan that describes the procedures in place to prevent and mitigate the spread of infectious disease/COVID-19. The Contractor must include a statement saying, “all infectious disease/COVID-19 protocols will be modified as necessary to maintain compliance with CDC and OSHA guidelines.”

Reference Job Hazard Analysis/Control Req. Site-specific hazard assessment describing tasks, hazards, and controls (including PPE) as it relates to the project. The table below can be used as a template.

Task Hazard Control

Task:

Describe the task(s) that workers will be performing for this project.

Hazard:

Describe the hazard(s) that the task(s) may present.

Control:

Describe how the hazard(s) would be mitigated.

Reference Lockout & Tag Out, if applicable

1926.417

1926.702

Lockout/Tag out program that provides information on procedures and equipment for properly locking out and tagging out equipment with hazardous energies to workers

Reference Medical Surveillance, if applicable

1910.1001 Appendix H

1926.1101 (m)

Details on medical monitoring program and physical examinations

Reference Personal Hygiene Facilities and Sanitation

1926.1101 (i) Procedures specifying decontamination procedures, break (lunch), and change areas

29 CFR

1910.141 (d) Hand wash station (Must have hot and cold taps)

29 CFR 1926.51 Availability of potable (drinking) water

Reference Protective Clothing & Equipment

1910.132

29 CFR 1926

Subpart E

29 CFR 1926.95

29 CFR 1926.28

Program including PPE selection, use, storage, replacement, and proper disposal

1926.100 Head protection

29 CFR 1926.95

1926.102

Eye protection

1910.138 Hand protection

29 CFR 1926.28 Foot protection 29 CFR 1926.52 Hearing protection

29 CFR

1910.120 Appendix B

1926.1101

Tyvek Suits/Disposable Clothing

Reference Recordkeeping 29 CFR part

Program describing record keeping requirements and duration for all records, including medical records

Reference Respiratory Protection, if applicable

1926.103

1910.134

Program in accordance with 29 CFR 1926.103 including respirator selection, use, maintenance, inspection, cleaning, and storage

29 CFR

1926.103 Copies of Respirator Medical Clearances (Performed within the last 12 months)

1926.103 Copies of Respirator Fit Test records (Performed within the last 12 months)

Reference Restricted Zones & Signs

29 CFR 1926

Subpart G

1926.200(a)

Program that specifies and establishes restricted zones at work site, their access, and use of project work caution signs

Reference Scaffolding, if applicable

1926.450-454

29 CFR 1910.28

Program describing scaffolding procedures including method of erection, inspection frequency, and maintenance

Reference Silica Program, if applicable

1926.1153

Provide a Silica Program that identifies activities within the scope of the project that have potential silica exposure, levels of exposure, as well as controls in place to mitigate this hazard

1926.1153 Include medical monitoring program, if applicable

Reference Traffic Safety, if applicable

1926.200-203 Manual of Uniform Traffic Control Devices

(MUTCD)

Submit a program that provides procedures for conducting project work while maintaining traffic safety around the work site

Reference Waste Management, if applicable 29 CFR 1926.65 Procedures for properly classifying and managing all hazardous and solid waste, and construction debris

Reference Working near water, if applicable

29 CFR

1926.106 Describe safety procedures for working near water

Provide rescue procedure

APPENDIX B

ENVIRONMENTAL TESTING REPORTS

Test results for samples taken of the original exterior wall paint (behind “Hardie” Board siding)

LaGuardia (LGA) Airport

(URD) LOC

Lead Paint Sampling Report

Murtaza Kamal (SECM)

FAA - New York District

March 21, 2024

XRF Sample Collection & Validation Sheet

Page 1 of 2 Pages

Site Identification: URD LOC SSC: LGA SSC Inspection Date: March 11, 2024

Inspector: Murtaza Kamal Inspector Signature: Murtaza Kamal Niton Model: XLp 300 Series Niton S/N: 109791

Initial Calibration Check: (Required) First Average (mg/cm2) First Reading (mg/cm2) Second Reading (mg/cm2) Third Reading (mg/cm2) 1.1

1.1 1.1 1.1 2nd Hour Calibration Check: (if required) Second Average (mg/cm2) First Reading (mg/cm2) Second Reading (mg/cm2) Third Reading (mg/cm2) N/A N/A N/A N/A 4th Hour Calibration Check: (if required) Third Average (mg/cm2) First Reading (mg/cm2) Second Reading (mg/cm2) Third Reading (mg/cm2) N/A N/A N/A N/A Final Calibration Check: (Required) Fourth Average (mg/cm2) First Reading (mg/cm2) Second Reading (mg/cm2) Third Reading (mg/cm2) 1.0

1.0 1.0 1.0

NIST SRM Used (mg/cm2): __1.04 +/- 0.06__ Calibration Check Limits (mg/cm2): __0.8 – 1.2__

Test ID# Test Location Substrate Component Color XRF Results (mg/cm2) Classification (Positive/Negative)

01 ENTRY DOOR-FRONT RM METAL INTERIOR DOOR PAINT WHITE 0.00 NEGATIVE

02 DOOR FRAME-FRONT RM METAL INTERIOR DOOR

FRAME PAINT

WHITE 0.00 NEGATIVE

03 ENTRY DOOR-FRONT RM METAL EXTERIOR DOOR PAINT WHITE 0.00 NEGATIVE

04 ENTRY DOOR-FRONT RM METAL EXTERIOR DOOR

FRAME PAINT

WHITE 0.00 NEGATIVE

05 EAST WALL-FRONT RM FIBERBOARD INTERIOR WALL PAINT WHITE 0.58 LEAD CONTAINING

06 NORTH WALL-FRONT RM METAL CONDUIT PAINT WHITE 0.02 LEAD CONTAINING

07 SOUTH WALL-FRONT RM RUBBER COVE BASE GRAY 0.00 NEGATIVE

XRF Sample Collection & Validation Sheet

Page 2 of 2 Pages

Test ID# Test Location Substrate Component Color XRF Results (mg/cm2)

Classification (Positive/Negative)

08 SOUTH WALL-BACK RM FIBERBOARD INTERIOR WALL PAINT WHITE/GRAY 0.30 LEAD CONTAINING

09 EAST WALL-BACK RM FIBERBOARD INTERIOR WALL PATCH GREEN 0.08 LEAD CONTAINING

10 SOUTH WALL-BACK RM FIBERBOARD INTERIOR WALL PATCH GRAY 0.17 LEAD CONTAINING

11 CEILING-BACK RM METAL CEILING PAINT WHITE 0.20 LEAD CONTAINING

12 DOOR FRAME-BACK RM METAL INTERIOR DOOR PAINT WHITE 0.00 NEGATIVE

13 ENTRY DOOR-BACK RM METAL INTERIOR DOOR FRAME

PAINT

WHITE 0.00 NEGATIVE

14 ENTRY DOOR-BACK RM METAL EXTERIOR DOOR PAINT WHITE 0.00 NEGATIVE

15 ENTRY DOOR-BACK RM METAL EXTERIOR DOOR FRAME

PAINT

WHITE 0.00 NEGATIVE

16 ENTRY STAIRS-SOUTH METAL TOP RAIL GRAY 0.44 LEAD CONTAINING

17 SOUTH WALL WOOD WALL PAINT WHITE 0.01 LEAD CONTAINING

18 SOUTH WALL WOOD WALL PAINT ORANGE 0.00 NEGATIVE

19 WEST WALL METAL VENT HOOD WHITE 1.75 POSITIVE

20 WEST WALL FIBERBOARD UNDER VENT HOOD GRAY/WHITE 2.93 POSITIVE