26-0049MC_Construction_Safety_and_Phasing_Plan.pdf

CONSTRUCTION SAFETY AND

PHASING PLAN

WEST RAMP EXPANSION

PAGE FIELD (FMY)

LCPA PROJECT NO.: TBD

Prepared for:

Prepared by:

4 0 1 0 W . B O Y S C O U T B L V D . , S U I T E 4 0 0

T A M P A , F L 3 3 6 0 7

BID DOCUMENTS

DECEMBER 2025

WEST RAMP EXPANSION CSPP

PAGE FIELD (FMY) BID DOCUMENTS

CONTENTS

I. INTRODUCTION

II. AIRPORT INFORMATION

III. PROJECT DESCRIPTION

IV. COORDINATION

CONTRACTOR PROGRESS MEETINGS

SCOPE OR SCHEDULE CHANGES

ATCT COORDINATION

V. PHASING

VI. AREAS AND OPERATIONS AFFECTED BY CONSTRUCTION

VII. NAVAID PROTECTION

VIII. CONTRACTOR ACCESS

LOCATION OF STOCKPILED CONSTRUCTION MATERIALS

VEHICLE AND PEDESTRIAN OPERATIONS

IX. WILDLIFE MANAGEMENT

TRASH

TALL GRASS AND SEEDS

WILDLIFE ENCOUNTER

SITE DRAINAGE

X. FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT

XI. HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT

XII. NOTIFICATION OF CONSTRUCTION ACTIVITIES

POINTS OF CONTACT

NOTAMS

EMERGENCY NOTIFICATION PROCEDURES

NOTIFICATION TO THE FAA

NAVAIDS

XIII. INSPECTION REQUIREMENTS

XIV. UNDERGROUND UTILITIES

XV. PENALTIES

XVI. SPECIAL CONDITIONS

XVII. RUNWAY AND TAXIWAY VISUAL AIDS

GENERAL

CLOSURES

XVIII. MARKING AND SIGNS FOR ACCESS ROUTES

XIX. HAZARD MARKING AND LIGHTING

RUNWAY CLOSURE MARKERS

BARRICADES

XX. WORK ZONE LIGHTING FOR NIGHTTIME CONSTRUCTION

XXI. PROTECTION OF RUNWAY AND TAXIWAY SAFETY AREAS

RUNWAY SAFETY AREA (RSA)

RUNWAY OBJECT FREE AREA (ROFA)

TAXIWAY SAFETY AREA (TSA)

TAXIWAY OBJECT FREE AREA (TOFA)

XXII. OTHER LIMITATIONS ON CONSTRUCTION

FIGURES

Figure 1 – Vicinity Map

Figure 2 – Airport Diagram

TABLES

Table 1 – Phasing Summary

Table 2 – Construction Durations Summary

APPENDICES

Appendix A – Layout and Phasing Plans

Appendix B – Construction Project Daily Safety Inspection Checklist

I. INTRODUCTION

Aviation safety is the primary consideration at airports, especially during construction. The

Airport Operator’s Construction Safety and Phasing Plan (CSPP) and the Contractor’s Safety

Plan Compliance Document (SPCD) are the primary tools to ensure safety compliance when coordinating construction activities with Airport operations. These documents identify all aspects of the construction project that pose a potential safety hazard to Airport operations and outline respective mitigation procedures for each hazard.

The CSPP sets forth benchmarks and requirements for the project to promote the highest levels of safety, security, and efficiency at the Airport at the time of construction. Guideline requirements for the CSPP are developed from FAA Advisory Circular 150/5370-2G, Operational Safety on

Airports During Construction. The CSPP is to be used by all personnel involved in the project.

The CSPP covers the actions of construction personnel, equipment inspection personnel, and

Airport staff.

This document has been developed to minimize interruptions to Airport operations and optimize the safety of construction activity. It is mandatory that all personnel associated with this project adhere to the provisions of the CSPP. The following items must be completed prior to beginning any work in the AOA and before mobilizing large construction equipment: the

Contractor shall submit a Safety Plan Compliance Document (SPCD) to the Airport on the

Contractor’s letterhead containing the following statement “I, (Name of Contractor), have read the (Title of Project) CSPP, approved on (Date), and will abide by it as written and with the following additions as noted”, describing how the Contractor will comply with the requirements set forth in this CSPP and the requirements set forth in AC 150/5370-2G and the Contractor must also attend a safety meeting with Lee County Port Authority’s

(LCPA) operations staff before starting construction. In the event the Contractor’s activities are found to be in non-compliance with the provisions of the CSPP or the SPCD, the Airport’s

Representative will direct the Contractor to immediately cease those operations which are in violation. In addition, a safety meeting will be conducted for the purpose of reviewing those provisions in the CSPP/SPCD which were violated. The Contractor will not be allowed to resume any construction operations until after the conclusion of the safety meeting and after all corrective actions required have been implemented by the Contractor. The FAA has not requested a Safety Risk Management (SRM) review process be conducted for this project. A

Strategic Event Notice Form 600-26 is now required to be submitted to the FAA at least 45 days prior to starting construction.

II. AIRPORT INFORMATION

This project is located at Page Field (FMY) in Fort Myers, Florida. The airport vicinity is depicted in Figure 1. FMY is a general aviation, reliever airport that consists of two paved runways

(Runway 5-23 and Runway 13-31). Runway 5-23 is the primary runway and is 6,406-ft long and

150-ft wide. Runway 5-23 is served by two, full parallel taxiways – Taxiways A & C. Runway 13-

31 is 4,910-ft long and 150-ft wide. Runway 13-31 is served by a single, full parallel taxiway –

Taxiway B. The Airport Diagram and approximate project locations are depicted in Figure 2.

III. PROJECT DESCRIPTION

This project expands the pavement limits of the existing west apron by approximately 5,900 SY.

The project will include:

• Asphalt milling

• Taxiway Edge Light Demolition

• Sod and Topsoil Stripping

• Subgrade Compaction

• Lime Rock Base Course

• Asphalt Surface Course

• Tie-Down Anchors

• Pavement marking

• Sodding

• Airfield Construction Phasing

Figure 2 – Airport Diagram Figure 1 – Vicinity Map

PROJECT AREA

The following items have been identified as the primary safety or security risks specific to this project:

1. Construction equipment remaining outside of active Taxiway & Runway Object Free Areas (See Section XXI)

2. Maintaining airfield perimeter security throughout the construction duration (See Section VI)

3. Maintaining aircraft wing tip clearances during Phase 1 and 2.

4. Keeping aircraft from entering construction areas.

IV. COORDINATION

CONTRACTOR PROGRESS MEETINGS

Construction Progress Meetings will be held on a weekly basis, or as required, with minutes recorded and issued to all stakeholders. Attendees shall include but not be limited to the

Airport’s Construction Manager (CM), Contractor Project Manager, Contractor Safety and

Security Officer (CSSO), Airport Operations and ATC Manager or representative. Items for discussion related to construction safety will include the following:

• Schedule of activities extended out for a 2-3 week period

• Impacts to Operations

• NOTAM’s to be issued

• Review of safety measures required and parties responsible for compliance

• Review of any changes in scope

SCOPE OR SCHEDULE CHANGES

If changes in scope or schedule are required at the request of the Airport or by unforeseen conditions, they shall be addressed accordingly, per contract requirements, and the CSPP will be updated to reflect the changes. Changes must be approved by the Airport.

ATCT COORDINATION

Air Traffic Operations (ATO) will coordinate with the FAA on all construction activities that impact operations in the Airport Operations Area (AOA). The AOA is defined as all areas used or intended to be used for aircraft operations, including active runways, aprons, taxiways, taxilanes, etc. This will be done on a weekly basis at the Construction Progress Meetings and as necessary throughout the project. Coordination will be with the following: Airport

Management, Michael Baker International, Airport Operations and ATCT Contacts.

V. PHASING

The project is divided into five (5) construction phases, see Appendix A. The number of phases has been balanced to reduce impact to airport operations without significantly increasing construction cost or duration.

Normal work hours will be Monday through Saturday from 7:00 am to 5:00 pm. Table 1 provides a summary of each phase and Table 2 provides the construction durations summary.

Table 1 – Phasing Summary

Phase Duration

(Cal.

Days)

Work Hours

Facility Impacts Work Elements

Mob. 30 N/A N/A N/A

1 28 Mon-Fri 7A – 5P

West Ramp

Topsoil stripping, tie-down anchor removalexcavation, subgrade preparation, tie-in milling, base course

2 14 Mon-Fri 7A – 5P

Taxiway C3, West Ramp

Topsoil stripping, excavation, subgrade, tie-in milling, base course, electrical demolition

3 7 Mon-Fri 7A – 5P

West Ramp Asphalt paving, sodding

4 7 Mon-Fri 7A – 5P

West Ramp Tie-down anchor installation, demobilization

As

Required Mon-Fri 7A – 5P

West Ramp Pavement marking (30 days after asphalt paving is complete)

Closeout 30 Mon-Fri 8A – 5P

N/A As-built survey, closeout, punch list

Table 2 – Construction Durations Summary

Milestone Duration (Calendar Days)

Substantial Completion Duration (All Phases) 86

Closeout 30

Total Construction Duration 116

Close coordination with Air Traffic Control Tower (ATCT) personnel, Airport Operations and other users/tenants will be required during construction to communicate construction impacts to airfield facilities.

There are no expected impacts to existing FAA-owned NAVAIDs associated with this project.

Locking of existing airfield perimeter gates and/or a gate guard will be maintained to keep the

AOA secured. Haul routes and Contractor’s staging areas are depicted on Sheets G100 - Project

Layout, Access, and Staging Plan attached in Appendix A.

VI. AREAS AND OPERATIONS AFFECTED BY CONSTRUCTION

As outlined in the Phasing Summary, the project will require closure of pavement areas to aircraft activity including Taxiway C3 and the West Ramp. The Contractor will be required to provide sufficient barricades and signage to direct vehicle traffic to the appropriate areas.

• Closing of Access Routes – No access routes to the airfield shall be blocked or closed.

Contractor shall maintain access through approved gates for the duration of construction

• Interruption of Utilities – No Interruption of utilities, including water supplies for ARFF, is expected. No utilities other than airfield electrical will be impacted by this project. Any proposed impacts to utilities that serve any Airport facility shall be properly coordinated, through the

Airport Staff, with the appropriate Airport facility that is to be impacted; however, none are expected.

• Approach/departure surfaces affected by heights of objects – There are no anticipated impacts to any active approach or departure surfaces from equipment heights in this project.

• Construction Areas – These areas include the project work area, storage/stockpile areas, staging areas, and Contractor haul routes near active airfield surfaces. These areas are identified graphically in the Safety and Phasing Plans.

This CSPP has established specific requirements and operational procedures necessary to maintain the safety and efficiency of Airport operations during the construction of this project. All coordination pertaining to Airport operations during construction will go through the CM and

Airport Operations. Any required NOTAM’s to be issued will be sent through the CM and issued by the Airport.

• Temporary changes to taxi operations – The affected taxiway previously identified as being closed entirely to aircraft traffic, will be barricaded by the use of low profile, lighted barricades placed as shown in Appendix A. In addition, required NOTAM’s shall be issued on the various temporary changes to aircraft access through the affected areas.

• Detours for ARFF and other Airport vehicles – The project work-site shall remain open to all

ARFF vehicles in emergency situations. The Contractor is required to maintain access in and around the project work area for all ARFF vehicles. Proper routing of this traffic will be effectively communicated to all supervisory personnel involved in the construction project.

• Maintenance of essential utilities – The Contractor shall locate and/or arrange for the location of all the underground utilities. When an underground cable or utility is damaged due to the

Contractor’s negligence, the Contractor shall immediately repair the affected cable or utility at his/her own expense. Full coordination between Airport staff, field inspectors, and construction personnel will be exercised to ensure that all Airport power and control cables are fully protected prior to any excavation. Locations of cabling and other underground utilities will be marked prior to beginning excavation.

• Temporary changes to air traffic control procedures – Must be coordinated in advance with the

FAA ATO.

VII. NAVAID PROTECTION

The proposed scope of work will not take place near any existing NAVAIDS.

VIII. CONTRACTOR ACCESS

Contractor equipment staging areas have been identified as the Contractor Staging Area and are graphically identified along with the access point in the drawing set. No other access points shall be allowed unless approved by the CM. All Contractor traffic authorized to enter the site shall be experienced in the route or guided by Contractor personnel. The Contractor shall be responsible for traffic control to and from the various construction areas on the site, and for the operation and security of the access gate to the site. A Contractor’s flagman or traffic control person shall monitor and coordinate all Contractor traffic at the access gate with Airport Security. The Contractor shall not permit any unauthorized construction personnel or traffic on the site. Access gates to the site shall be locked and always secured when not attended by the Contractor. If the Contractor chooses to leave any access gate open, it shall be attended by Contractor personnel who are familiar with the requirements of the Airport Security Program. The Contractor is responsible for the immediate cleanup of any debris deposited along the access route as a result of his construction traffic. Directional signing from the access gate along the delivery route to the storage area, plant site or work site shall be as directed by the CM. In addition, the following requirements are applicable:

• All Contractor traffic authorized to travel on the Airport shall have been briefed as part of the

Contractor's construction safety and security orientation program, be thoroughly familiar with the access procedures and route for travel or be escorted by personnel authorized by the

Contractor’s CSSO.

• The Contractor shall install work-site identification signs at the authorized access point(s). If in the opinion of the CM directional signs are needed for clarity, they shall be installed along the route authorized for access to each construction site.

• Under no circumstance will Contractor personnel be permitted to drive their individually owned vehicles to any construction site on the Airport. All vehicles must be parked in the area designated for employee parking and outside of secured airport property, as identified in the plans.

• In addition to the inspection and cleanup required at the end of each shift, the Contractor is responsible for the immediate cleanup of any debris generated along the construction site access route(s) as a result of construction-related traffic or operations whether or not created by Contractor personnel.

LOCATION OF STOCKPILED CONSTRUCTION MATERIALS

Material stockpiles shall limited to a maximum height of 25’ within the contractor’s staging and stockpile area. Waste materials shall not be stockpiled on site, but shall be removed daily.

VEHICLE AND PEDESTRIAN OPERATIONS

CONTRACTOR SITE PARKING

Employees shall park personal vehicles outside the AOA at the location shown on sheet G100 and shall be transported to and from the work areas via Contractor’s vehicles having permitted access to the AOA.

CONSTRUCTION EQUIPMENT PARKING

Contractor employees must park and service all construction vehicles in an area designated by the Airport outside the OFA and never in the safety area of an active runway, taxiway or taxilane.

Unless a complex setup procedure makes movement of specialized equipment impossible, inactive equipment must not park on a closed taxiway or runway. If it is necessary to leave specialized equipment on a closed taxiway or runway at night, the equipment must be well lighted.

Employees must also park construction vehicles outside of the OFA when not in use (i.e.

overnight, on weekends, or during other periods when construction is not active). Parked equipment shall not obstruct the visibility of visual aids, signs, or navigational aids serving active runways and taxiways.

ACCESS AND HAUL ROADS

The approved access and haul roads are the only routes that are permitted to be used. The routes must be clearly marked to prevent inadvertent entry to areas open to Airport operations. The construction traffic on the haul route must not interfere with NAVAIDS or the approach surfaces of any operational runway.

MARKING AND LIGHTING OF VEHICLES

• Marking and lighting of vehicles shall be in accordance with AC 150/5210-5D, Painting, Marking and Lighting of Vehicles Used on an Airport. All Contractor vehicles and mobile equipment operating in the AOA shall be identified by three - foot (3') square orange and white flags. Checkered orange and white squares shall be a minimum of 1 - foot (1’) square. The Contractor’s name shall be clearly affixed on each side of such vehicles and equipment, all in accordance with current Airport requirements. During the hours between 30 minutes before sunset and 30 minutes after sunrise and always when visibility is impaired, vehicles and mobile equipment shall also be equipped with a flashing amber beacon light mounted on the top of the vehicle or equipment. Beacon lights shall provide:

• Three-hundred-and-sixty-degree azimuth coverage.

• Effective intensity in the horizontal plane not less than 40 or more than 400 candelas.

• Beam spread measured to 1/10 peak intensity extending from 10 degrees to 15 degrees above the horizontal. Sixty to ninety flashes per minute.

The Contractor shall establish and maintain a list of Contractor and Subcontractor vehicles authorized to operate within the AOA. To be authorized to operate on the Airport, each Contractor or Subcontractor’s vehicle shall:

• Be lit as described above. Vehicles that are not lit shall be escorted by a vehicle appropriately lit.

• Be identified with the name and/or logo of the Contractor and be of sufficient size to be identified at a distance. Vehicles needing intermittent identification may be marked with tape or with commercially available magnetically attached markers. Vehicles that are not appropriately identified shall be escorted by a vehicle that conforms to this requirement.

• Vehicles requiring escort shall also be identified on the Contractor's vehicle list.

• Be operated in a manner that does not compromise the safety of either landside or airside Airport operations. If, in the opinion of the Airport, any vehicle is operated in a manner not fully consistent with this requirement, the Airport has the right to restrict operation of the vehicle.

VEHICLE OPERATIONS

All Contractor vehicles and mobile equipment not individually authorized by the Airport for independent operation in the AOA shall be operated under escort while in the AOA. The escort vehicle and its driver must be authorized by the Airport for escort duty and for operation within the

AOA. If access to the construction, staging or storage sites requires the crossing of an active taxiway, all vehicles shall be escorted across said taxiway by a properly trained escort vehicle or flagger. The use of cranes is not anticipated for this project.

REQUIRED ESCORTS

The Contractor shall be responsible for the actions of employees and Subcontractors. Personnel who do not abide by Airport rules and regulations are subject to prosecution.

TRAINING

Authorization for unescorted access within the AOA requires employees to successfully complete the respective training through the Airport. Authorization to operate a vehicle unescorted within the AOA requires the employee to successfully complete the movement area driver training through the Airport.

RADIO COMMUNICATION

Radio contact is required at all times while the Contractor has personnel and equipment in the active AOA. Radios shall be furnished by the Contractor and shall be utilized when crossing active taxiways including entering and exiting the designated construction area. Contractor may not cross active airfield pavement without approval from Airport Operations. Sufficient radios shall be on site and operating at all times so that instructions or communications may be dispatched to all crews and/or supervisors working in the active AOA. Contract vehicles shall never be permitted to cross any runway as part of this project.

Vehicle drivers must confirm by personal observations that no aircraft is approaching their position

(either in the air or on the ground) prior to crossing a taxiway, or any other area open to aircraft operations. In addition, it is the responsibility of the escort vehicle driver to verify the movement/position of all escorted vehicles at any given time.

AIRPORT SECURITY

Contractor shall be responsible for the security of his equipment and materials. Contractor shall keep airfield perimeter gates locked, maintaining a secure airfield perimeter fence, and/or a gate guard to keep the AOA secured at all times. For joint use gates, the Contractor shall interlock to existing locks or chains to allow access by other contractors or agencies permitted to use the gate. If a lock is found unsecured, the company owning the lock is in violation of Airport Rules and Regulations. In addition, unauthorized entry to the Air Operations Area through the gates may result in the responsible party being cited for violating Airport Regulations.

The Federal Aviation Act of 1958, Section 901, 49 USC 1371, gives the FAA and Transportation

Security Administration (TSA) authority to place a fine on any Airport found to be in breach of a security requirement.

The Contractor shall reimburse the Airport for the full amount of any fines placed on them due to any action by the Contractor or their Subcontractors. Fines may be placed on the Airport for such things as security gates being unlocked, fences torn down, and AOA not being properly secured.

These are only examples of items causing fines and not limitations. There could be other related items.

It is the Contractor's responsibility to prevent any breach of security within his area of construction or any route of entry to area of construction.

The Contractor’s employees must have a valid governmental identification on their person at all times.

Failure to comply with these requirements will result in the employee being escorted off the airfield and fines may be imposed at the Contractor’s expense.

The Contractor will provide to the Airport a list of employees having access to the AOA. The

Contractor is responsible for the direct supervision of their employees at all times while in such restricted areas.

Any person found within any security restricted area without proper identification shall be in violation of Federal law and the Airport Rules and Regulations. All such persons shall be escorted off the airfield and may be cited by the Airport.

IX. WILDLIFE MANAGEMENT

The Contractor shall comply with all applicable federal, state and local regulations regarding environmental protection and shall adhere to the following specific requirements.

TRASH

Contractor shall maintain a clean site free from all food scraps and trash. Contractor shall identify the location of closed containers for the collection of food scraps and trash. Contractor will make arrangements for trash container removal from the project site on a daily basis and the staging area on a weekly basis. Daily inspections are required to ensure compliance prior to leaving the jobsite. Dumpsters, if required, will be covered at all times.

TALL GRASS AND SEEDS

Grass species and other varieties of plants attractive to hazardous wildlife are not to be used on the airport. Disturbed areas or areas in need of re-vegetating should not be planted with seed mixtures containing millet or any other large-seed producing grass. The Contractor will be required to maintain all vegetation within the delineated project area to a height not exceeding 8 inches.

WILDLIFE ENCOUNTER

In the event of a wildlife encounter such as a flock of birds on the airfield, Contractor shall immediately notify Airport Operations and the CM.

SITE DRAINAGE

Contractor is required to maintain work-site drainage at all times. Ponding water will not be allowed to collect and pool for more than any single 24-hour period.

X. FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT

Loose materials shall be removed from the active portion of the Air Operations Area (AOA). Debris shall be promptly removed from AOA whether generated by Contractor’s operations or not. The

Contractor shall exercise care in the transportation of materials within the AOA. Materials tracked or spilled in the AOA shall be removed immediately. When hauling, loading, grading, or when any of the Contractor’s activities are likely to cause the deposit of loose materials in the AOA, it shall be immediately removed using powered vacuum sweepers, loaders, trucks, etc., or by hand as necessary. All airfield pavement that is closed for construction activities must be cleaned to the satisfaction of airport operations prior to the pavement being re-opened to aircraft operations.

XI. HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT

The Contractor shall prepare all required documentation, pay all fees and perform all services and work necessary to obtain all permits and approvals from any and all local, state, and federal regulatory agencies for the Contractor’s staging, stockpile, blending and batch plant areas and operations. The Contractor shall develop a Pollution Prevention Plan to conform to the

Contractor’s activities on the project. The plan shall be in strict compliance with the National

Pollutant Discharge Elimination System (NPDES) permit issued or approved by the U.S.

Environmental Protection Agency (EPA) pursuant to 40 CFR Part 122.6. The plan shall address all measures to dispose of, control, or prevent the discharge of solid, hazardous and sanitary wastes to the waters of the U.S. The plan shall include procedures to control offsite tracking of soil by vehicles and construction equipment, and procedures for cleanup and reporting of non-storm water discharges such as contaminated groundwater or accident spills.

The Contractor shall take all necessary precautions to prevent spills or leaks of fuels, oils, greases, hydraulic fluids and other significant materials to comply with the requirements of the

NPDES during project construction.

Should spills or leaks occur, the Contractor shall be fully and solely responsible for containment and cleanup and shall report the spill immediately to Airport Operations/ARFF, and as soon as possible to the Engineer and/or CM. Other notification requirements may apply. This report shall be filed even if the spill does not reach surface waters, since wells in the area may be contaminated by spills that infiltrate to the ground water. The Contractor shall include the following minimum steps in his Best Management Practices and Pollution Prevention Plan:

• Execute periodic cleaning to keep the work-site and adjacent properties free from accumulations of waste materials, rubbish, windblown debris, and dust resulting from construction operations.

• Provide on-site containers for the collection of waste materials, debris and rubbish. Shield any containers holding significant materials such as oil, grease, oily rags, from entering the storm water systems.

• Remove waste materials, debris and rubbish from the site periodically and dispose of same at approved locations.

• Conduct cleaning and disposal operations to comply with all local, state and federal codes, ordinances, regulations, and anti-pollution laws, including NPDES requirements. Prior to beginning work, prepare, and maintain on-site, a Disposal Plan for the satisfactory disposal of all waste materials and debris.

• Stop the source of the spill immediately, remembering to follow personal safety and protective measures and requirements.

• Contain the liquid until cleanup is complete using appropriate barriers.

• Notify the fire department or other designated response team immediately if the spill is larger than can be cleaned using dry methods, or if the spill is not immediately and safely contained. Report possible ground water contamination immediately to the Airport, County and Health Department.

• Use dry methods to clean up the spill if possible. Do not use emulsifiers, dispersants, or wash the spill into surface or ground water.

• Place the contaminated material from cleanup operations in sealed and labeled drums protected against storm, surface or ground water contact. Arrange for a properly licensed waste disposal firm to collect and dispose of the contaminated materials.

• Provide documentary evidence, including test results as applicable, of successful cleanup and disposal of spills of significant or hazardous materials.

• All disposal of waste materials, excess excavation and debris shall be legally disposed of offsite. Disposal locations are subject to approval by the Engineer and/or CM. Contractor shall be responsible for arranging for and obtaining off-site disposal areas, including payment for all costs associated with such disposal.

• Should the Contractor encounter unlabeled drums, materials with evident petroleum contamination, or other potentially significant or hazardous materials, he shall immediately take measures to protect workers and nearby residents from exposure. The Contractor shall notify the Engineer and/or CM and the appropriate hazardous materials (Hazmat) response team. The Engineer and/or CM will issue instructions on proceeding or suspending construction after such notification.

XII. NOTIFICATION OF CONSTRUCTION ACTIVITIES

POINTS OF CONTACT

Contractor shall provide and maintain a list of names and phone numbers for all parties affected by the project, including emergency notification procedures. List on-duty and off-duty contact information for each individual including those responsible for emergency maintenance of Airport construction hazard lighting and barricades.

NOTAMS

Construction NOTAMS shall be issued by the Airport. Construction causing runway or taxiway closures shall be kept to a minimum. Scheduled closures shall be discussed with the Airport representatives as far in advance as possible, but not less than Seventy-two (72) hours in advance.

EMERGENCY NOTIFICATION PROCEDURES

All accidents causing personal injury or property damage shall be reported to the Airport immediately. The Contractor shall provide, at the site, such equipment and medical facilities as are necessary to supply first aid service to anyone who may be injured in connection with the performance of the work, whether on or adjacent to the site, which causes death, personal injury, or property damage, giving full details and statements of witnesses. In addition, if death or serious injuries or serious damages are caused, the accident shall be reported immediately by telephone to airport communications – 239-590-4810.

NOTIFICATION TO THE FAA

FAR PART 77

Any person proposing construction or alteration of objects that affect navigable airspace as defined in Part 77 must notify the FAA. The Airport has filed FAA Form 7460-01 for this project.

The FAA Airspace Number will be provided to the contractor when available. No crane shall be allowed on the work-site.

NAVAIDS

AIRPORT-OWNED/FAA-MAINTAINED

If construction operations require a shutdown of more than 24 hours or more than 4 hours daily on consecutive days of a NAVAID owned by the airport but maintained by the FAA, a 45-day minimum notice shall be provided to FAA/ATO Technical Operations prior to facility shutdown.

FAA-OWNED

The Airport must notify the appropriate FAA ATC Service Area Planning and Requirements (P&R)

Group a minimum of 45 days prior to impacting the NAVAIDS (impacts to FAA equipment covered by a reimbursable agreement (RA) do not have to be reported by the Airport operator).

Coordinate work for any FAA-owned NAVAID shutdown with FAA Technical Operations. This includes any activity that requires FAA equipment to be removed from service, including any necessary reimbursable agreements and flightchecks. Detail procedures that address unanticipated utility outages and cable cuts that could impact FAA NAVAIDS. In addition, provide several days’ notice to schedule the actual shutdown.

XIII. INSPECTION REQUIREMENTS

Daily Inspections shall be conducted by the Contractor with Airport Operations using the

Construction Project Daily Safety Inspection Checklist (see Appendix B). In addition, a

Substantial Completion and Final Inspection will be performed with Airport Staff.

XIV. UNDERGROUND UTILITIES

No underground utilities other than existing electrical items are expected to be impacted. It is the

Contractor’s responsibility to locate and flag all existing utilities in the area that are to be protected during construction.

XV. PENALTIES

Contractor shall be responsible for compliance with Airport rules and regulations by all employees and Subcontractors. Penalties for non-compliance include the following:

• Failure to follow safety and/or security requirements (proper identification, escorting, controlling security gate access, unauthorized access to cross active movement areas) will require the violator and the direct supervisor to be retrained. Second infraction may result in denied access to the jobsite.

• Reimbursement for any fines incurred as a result of non-compliance. Fines as high as $10,000.00 may be assessed for runway incursions, and as high as $11,000 for TSA violations.

XVI. SPECIAL CONDITIONS

During periods of severe weather conditions or other operational emergencies, the Airport may direct the Contractor to relinquish areas under construction and to prepare the areas for aircraft operations. In this event the CM or Airport Operations will so direct the Contractor to evacuate the area, and the CM or Airport Operations will specify the limits of the area to be evacuated, the term of evacuation and the conditions governing the restoration work necessary to prepare the area for aircraft operation. The Contractor shall promptly and fully comply with the CM or Airport

Operation’s directive. Should the directive entail extra work under the Contract, as determined by the CM or Airport Operations, the Contractor shall be reimbursed for such extra work in accordance with the Contract. Should the directive entail a delay in the completion of the Contract or any defined subdivision of the contract, as determined by the CM or Airport Operations, the

Contractor may be granted an extension of time.

XVII. RUNWAY AND TAXIWAY VISUAL AIDS

GENERAL

Airport markings, lighting, signs and visual NAVAIDS must be clearly visible to pilots, not misleading, confusing, or deceptive. All must be secured in place to prevent movement by props wash, jet blast, wing vortices, or wind currents and constructed of materials that would minimize damage to an aircraft in the event of inadvertent contact.

CLOSURES

If the Contractor requires access to operational areas not delineated on the Maintenance of Traffic

Plan Drawings(s), the Contractor shall participate in negotiations leading to the imposition of restrictions on Airport operations in the affected areas. The Contractor shall strictly abide by all conditions imposed by the Airport relating to his entry and use of such areas, and shall not enter these areas until granted temporary, conditional entry clearance by the Airport.

The Contractor may be required to pursue affected portions of the work on a continuous, 24-hour per day basis during construction of the various phases and sub-phases shown on the Plans and described in the Contract Documents (such as when runways or taxiways, aprons, service or access roadways, service gates are closed for operations or when hazards of any kind arise).

Prior to the commencement of any demolition or other work which will cause an interruption or modification to existing aircraft operations, the Contractor shall confer with, and obtain authorization from, the CM and Airport Operations.

When the Contractor’s operations require the closure of any runway, taxiway, apron, roadway, service gate, walkway, etc., the Contractor shall notify the CM and Airport Operations not less than 7 days in advance. No runway, taxiway, apron, roadway, service gate, walkway, etc., shall be closed without prior permission from the CM and Airport Operations.

TEMPORARILY CLOSED RUNWAYS

Not anticipated for this project.

TEMPORARILY CLOSED TAXIWAYS

This project will not require temporary taxiway markings. Contractor shall place barricades outside the safety area of runway/taxiway intersections, leading to any closed section. If the centerline markings will be reused in the same location upon reopening the taxiway the markings shall be painted over.

TEMPORARILY CLOSED LIGHTING AND NAVAIDS

Temporary lighting or NAVAID closures shall be coordinated with Airport Operations a minimum of 7 days in advance.

XVIII. MARKING AND SIGNS FOR ACCESS ROUTES

Contractor shall utilize existing service roads and/or airfield pavements, as identified on Sheet

G100 – Project Layout, Access, and Staging Plan for access routes to the sites. Temporary access improvements shall be performed as Contractor shall place signage along the route to prevent inadvertent entry to areas open to airport operations.

XIX. HAZARD MARKING AND LIGHTING

Hazard Marking, Lighting and Signing prevents aircraft from entering areas closed to aircraft and prevents construction personnel from entering areas open to aircraft. Temporary signs shall be placed as shown on the Safety Plan drawing for all Contractor's work occurring inside the security fence.

The detailed layout of signs, barricades and other measures shall be inspected by Airport

Operations, and any necessary changes or modifications will be promptly implemented by the

Contractor as directed. The revised installation will be reinspected and approved by Airport

Operations before the Contractor may commence any construction.

Lights and signs for temporarily closed runways and taxiways shall be deactivated. Mandatory runway holding position signs shall remain lit when the runway is closed. If deactivation is not possible (for example, if other taxiways on the same circuit must remain open), temporary covering of lights and signs serving deactivated areas shall be required in a manner preventing light leakage. The method of temporary cover shall be approved by the Airport.

RUNWAY CLOSURE MARKERS

This project shall remain outside the runway safety area (RSA) and the runways shall remain open throughout construction.

BARRICADES

The Contractor shall install lighting, marking, low-profile barricades, signs, and other measures to delineate closed and hazardous areas during construction. The guidance and procedures provided by FAA AC 150/5340-1M, Standards for Airport Markings, and by FAA AC 150/5370-

2G, Operational Safety on Airports During Construction, shall be utilized and as depicted on the

Plans. Steady burning red obstruction lights are required to supplement lighted barricades for nighttime use or highlight hazardous or potentially dangerous objects. The location of these lights shall be as shown on the Plans or as directed by the RPR and Airport Operations. Obstruction lights, low-profile barricades and signs shall not be located within runway, taxiway or taxilane safety areas when the runway, taxiway or taxilane is open to air traffic.

XX. WORK ZONE LIGHTING FOR NIGHTTIME CONSTRUCTION

Although night work is not currently planned, portable floodlighting shall be provided if night work occurs. All work areas shall be illuminated to a level of five (5) horizontal footcandles calculated and measured in accordance with the current standards of the Illumination Engineering Society.

Care shall be taken to direct light plants away from the airfield and away from aircraft landing and taking off. Orientation of light plants shall be coordinated with Airport Operations.

XXI. PROTECTION OF RUNWAY AND TAXIWAY SAFETY AREAS

RUNWAY SAFETY AREA (RSA)

No Construction activity, personnel, equipment or materials shall be permitted in the safety area of any active runway or above the height restrictions described herein and as shown in the plans at any time. The RSA dimensions may be temporarily adjusted if the runway is restricted to aircraft operations requiring an RSA that is equal to the RSA width and length beyond the runway ends available during construction, subject to approval by the FAA ATC and the Airport.

RUNWAY OBJECT FREE AREA (ROFA)

Construction, including excavations, may be permitted in the ROFA. However, equipment must be removed from the ROFA when not in use, and material should not be stockpiled in the ROFA.

TAXIWAY SAFETY AREA (TSA)

No Construction activity, personnel, equipment, or materials shall be permitted in the safety area of any active taxiway. The TSA dimensions may be temporarily adjusted if the taxiway is restricted to aircraft operations requiring a TSA that is equal to the TSA width available during construction, subject to approval by the FAA ATC and the Airport.

EXCAVATIONS

Open trenches or excavations are not permitted within the TSA while the taxiway is open. If possible, backfill trenches before the taxiway is opened. If the taxiway must be opened before excavations are backfilled, cover the excavations appropriately. Covering for open trenches must be designed to allow the safe operation of the heaviest aircraft operating on the taxiway across the trench without damage to the aircraft.

Construction contractors must use low profile barricades with steady burning red lights and prominently mark open trenches and excavations at the construction site, as approved by the

Airport operator, and light them during hours of restricted visibility or darkness.

EROSION CONTROL

Soil erosion must be controlled to maintain TSA standards; that is, the TSA must be cleared and graded and have no potentially hazardous ruts, humps, depressions, or other surface variations, and capable, under dry conditions, of supporting snow removal equipment, aircraft rescue and firefighting equipment, and the occasional passage of aircraft without causing structural damage to the aircraft.

TAXIWAY OBJECT FREE AREA (TOFA)

Except as provided below, no construction may occur within the taxiway object free area while the taxiway is open for aircraft operations.

The taxiway object free area dimensions may be temporarily adjusted if the taxiway is restricted to aircraft operations requiring a taxiway object free area that is equal to the taxiway object free area width available. Give special consideration to TOFA dimensions at taxiway turns and intersections.

Offset taxiway centerline and edge pavement markings (do not use glass beads) may be used as a temporary measure to provide the required taxiway object free area. Where offset taxiway pavement markings are provided, centerline lighting, centerline reflectors, or taxiway edge reflectors are required. Existing lighting that does not coincide with the temporary markings must be taken out of service.

Construction activity, including open excavations, may be accomplished without adjusting the width of the taxiway object free area, subject to the following restrictions:

• Taxiing speed is limited to 10 mph.

• NOTAMs issued advising taxiing pilots of hazard and recommending reduced taxiing speeds on the taxiway.

• Marking and lighting meeting the provisions of paragraphs 2.18 and 2.20 are implemented in FAA AC 150/5370-2G.

• If desired, appropriate orange construction signs are installed. See paragraph 2.18.4.2 and Appendix F of FAA AC 150/5370-2G.

• Five-foot clearance is maintained between equipment and materials and any part of an aircraft (includes wingtip overhang). If such clearance can only be maintained if an aircraft does not have full use of the entire taxiway width (with its main landing gear at the edge of the usable pavement), then it will be necessary to move personnel and equipment for the passage of that aircraft.

• Flaggers furnished by the contractor must be used to direct and control construction equipment and personnel to a pre-established setback distance for safe passage of aircraft, and airline and/or airport personnel. Flaggers must also be used to direct taxiing aircraft. Due to liability issues, the airport operator should require airlines to provide flaggers for directing taxiing aircraft.

XXII. OTHER LIMITATIONS ON CONSTRUCTION

There is no burning or blasting allowed on Airport property.

Construction suspension may be required during the following specific airport operations:

• Presidential visits

• Hurricane or disaster relief: Contractor to provide a hurricane plan if work is conducted during hurricane season. Contractor shall provide a detailed plan for securing the project site including the removal of any loose / unsecured items.

APPENDIX A

LAYOUT AND PHASING PLANS

TSA

ROFA

ROFA

ROFA

ROFA

ROFA

ROFA

ROFA

ROFA

ROFA

ROFA

ROFA

ROFA

ROFAROFA

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ROFA

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EXISTING BUILDINGS

NOTES

1. LOCATION OF HAUL ROUTES ON THE AIRPORT SITE SHALL BE

AS SPECIFIED AND APPROVED BY THE CM AND AIRPORT

OPERATIONS. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES

WITH THE APPROPRIATE OWNERS WHO HAVE JURISDICTION

OVER THE AFFECTED ROUTE. ON-SITE HAUL ROUTES SHALL BE

MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED

TO THEIR ORIGINAL CONDITION OR TO THE SATISFACTION OF

THE CM UPON COMPLETION OF THE PROJECT. THE BEFORE

AND AFTER CONDITION OF THE ON-SITE HAUL ROUTES AND

STAGING AREA, SHALL BE JOINTLY INSPECTED, DETERMINED,

AND DOCUMENTED BY THE CONTRACTOR AND THE CM.

MISCELLANEOUS CONSTRUCTION AND RESTORATION

REQUIRED TO CONSTRUCT TEMPORARY HAUL ROUTES OR

ACCESS POINTS TO THE CONTRACTOR'S STAGING AREA ON

THE AIRPORT WILL BE THE CONTRACTOR'S TOTAL

RESPONSIBILITY AND SHALL BE APPROVED BY THE CM PRIOR

TO THE START OF THE WORK.

2. LIMITS OF WORK SHALL BE VERIFIED BY THE CONTRACTOR

AND CM PRIOR TO BEGINNING WORK. THE CONTRACTOR'S

VEHICLES AND EQUIPMENT SHALL BE RESTRICTED TO THE

CONSTRUCTION LIMITS, HAUL ROUTES, AND CONTRACTOR'S

STAGING AREA ONLY. NO VEHICLES ARE PERMITTED ON THE

ACTIVE AIRCRAFT OPERATIONS AREA (AOA) UNLESS

ESCORTED WITH PROPER IDENTIFICATION AND TRAINING.

DESIGNATED PARKING FOR THE CONTRACTOR'S EMPLOYEES'

VEHICLES SHALL BE RESTRICTED TO THE AREA SHOWN ON

THIS SHEET.

3. THE CONTRACTOR SHALL MARK HAUL ROUTES USING

DELINEATORS OR SIGNAGE AS APPROVED BY THE CM.

DELINEATORS SHALL BE SPACED EVERY 50 FEET AS DIRECTED

BY THE CM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

MAINTAINING THE DEVICES AS REQUIRED.

4. THIS PROJECT MAY BE CONSTRUCTED IN CONJUNCTION WITH

OTHER AIRPORT PROJECTS. CONTRACTOR SHALL COORDINATE

WITH ALL OTHER CONTRACTORS ON-SITE AS REQUIRED TO

ENSURE SEAMLESS PROJECT SITE CONSTRUCTION AND

MINIMAL DISRUPTION TO AIRPORT OPERATIONS.

5. CONTRACTOR SHALL INSTALL A TEMPORARY GRAVEL ROAD

CONNECTION FROM GATE 21 TO CAPTAIN CHANNING PAGE DR.

CONTRACTOR SHALL ALSO REMOVE SIDEWALK AND CURB

ALONG TEMPORARY GRAVEL ROAD CONNECTION (USE FDOT #1

AGGREGATE). RESTORE THE ACCESS ROUTE TO

PRECONSTRUCTION CONDITION UPON PROJECT COMPLETION.

THE COST OF THIS WORK SHALL BE INCIDENTAL TO

CONSTRUCTION SAFETY, PHASING, AND SECURITY PAY ITEM

(C-106-1).

6. A GATE GUARD SHALL BE PROVIDED AT GATE 21 ALL TIMES

WHEN THE GATE IS OPENED OR UNLOCKED. GATE SHALL

REMAIN LOCKED EXCEPT DURING MAJOR HAULING

OPERATIONS.

PROPOSED ASPHALT

PAVEMENT

PROJECT AREA LIMITS

AIRPORT SECURITY FENCE

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FACILITY IMPACT

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HOURS DURATIONPHASE WORK ELEMENTS

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GRAPHIC SCALE IN FEET

PROPOSED ASPHALT PAVEMENT

(BID ADDITIVE 1)

RUNWAY VISIBILITY ZONERVZ

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PHASE 2 LIMITS

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BUILDING RESTRICTION LINEBRL

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PHASE 4 WEST RAMP7 CALENDAR DAYS7AM…