ZPH-Airfield--BidSet-CSPP-2024-04-07.pdf

AIRFIED PAVEMENTS REHABILITATION

CONSTRUCTION SAFETY AND

PHASING PLAN (CSPP)

Zephyrhills Municipal Airport (ZPH) Zephyrhills, Florida

Prepared for:

City of Zephyrhills

Prepared by:

Jacobs Engineering Group, Inc.

and

Mohsen Design Group Incorporated

April 2025

MDGINC.US

CONSTRUCTION SAFETY AND PHASING PLAN (CSPP)

TAXIWAY E & AIRFIED REHABILITATION

ZEPHYRHILLS MUNICIPAL AIRPORT (ZPH)

ZEPHYRHILLS, FLORIDA

TABLE OF CONTENTS

SECTION DESCRIPTION PAGE

1.0 INTRODUCTION 1

2.0 PHASING 2

3.0 AREAS AND OPERATIONS AFFECTED BY CONSTRUCTION 5

4.0 PROTECTION OF NAVAIDS 6

5.0 CONTRACTOR ACCESS 6

6.0 WILDLIFE MANAGEMENT 8

7.0 FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT 9

8.0 HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT 9

9.0 NOTIFICATION OF CONSTRUCTION ACTIVITIES 10

10.0 INSPECTION REQUIREMENTS 12

11.0 UNDERGROUND UTILITIES 12

12.0 PENALTIES 12

13.0 SPECIAL CONDITIONS 12

14.0 RUNWAY AND TAXIWAY VISUAL AIDS 12

15.0 MARKING AND SIGNS FOR ACCESS ROUTES 13

16.0 HAZARD MARKING, LIGHTING AND SIGNING 14

17.0 PROTECTION OF SAFETY AREAS, OBJECT–FREE AREAS,

OBSTACLE-FREE ZONES, AND APPROACH/DEPARTURE

SURFACES

18.0 OTHER LIMITATIONS ON CONSTRUCTION 16

APPENDICES

DESCRIPTION

SHEET

A PROJECT LAYOUT PLAN C020

B SAFETY AND SECURITY NOTES &

DETAILS

C050 & C051

C CONSTRUCTION PHASING PLAN C031

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CONSTRUCTION SAFETY AND PHASING PLAN (CSPP)

AIRFIELD PAVEMENTS REHABILITATION

ZEPHYRHILLS MUNICIPAL AIRPORT (ZPH)

1.0 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 tools to ensure safety compliance when coordinating construction activities with Airport Operations. These documents identify aspects of the construction project that pose a potential safety hazard to Airport Operations and outline mitigation procedures for each hazard.

The CSPP sets forth benchmarks and requirements for the project to help ensure the highest safety, security, and efficiency levels at the Airport during 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 the construction personnel and equipment and the actions of inspection personnel and Airport staff.

This document has been developed to minimize interruptions to Airport Operations, reduce construction costs, and maximize the performance and safety of construction activity. Strict adherence to the provisions of the CSPP by all personnel assigned to or visiting the construction site is mandatory for construction projects at the Airport.

The Contractor must submit an SPCD to the Airport describing how the Contractor will comply with the requirements outlined in this CSPP and the requirements outlined in AC 150/5370-2G. The SPCD must be submitted to the Airport for approval prior to the issuance of the Notice-to-Proceed (NTP). If the Contractor's activities are found to be in non-compliance with the provisions of the CSPP or the SPCD, the Owner's

Representative will direct the Contractor to cease those operations that are in violation immediately. In addition, a safety meeting will be conducted to review provisions in the CSPP/SPCD that were violated. The Contractor will not be allowed to resume any construction operations until after the conclusion of the safety meeting and after the

Contractor has implemented all corrective actions required.

1.1 PROJECT SCOPE

This CSPP was developed for construction work and improvements at Zephyrhills Municipal Airport (ZPH) in

Zephyrhills, Florida.

Zephyrhills Municipal Airport is a public-use airport in Pasco County, Florida. It is owned by the City of

Zephyrhills and located one mile southeast of the central business district.

Zephyrhills Municipal Airport covers an area of 813 acres at an elevation of 90 feet above mean sea level. It has two runways with asphalt surfaces: Runways 5-23 and 1-19. This airport has a history, possibly the longest continuous history, of skydiving at any U.S. airport.

The work at ZPH will consist of the following:

1. Rehabilitation of approximately 72,825 SF of airfield pavement north of Taxiway B and between the existing hangars, and sodding approximately 6,000 SF between the existing hangars.

2. Rehabilitation of approximately 23,275 SF of airfield pavement south of Taxiway B, in front of the administration building.

3. Rehabilitation of approximately 34,680 SF of Taxiway E and the repair of approximately 30 LF of cracking pavement.

https://en.wikipedia.org/wiki/Acre https://en.wikipedia.org/wiki/Elevation https://en.wikipedia.org/wiki/Mean_sea_level https://en.wikipedia.org/wiki/Runway https://en.wikipedia.org/wiki/Asphalt_concrete

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Asphalt pavement rehabilitation and minor repairs are needed for the safe and efficient movement of aircraft to/from the active runway.

The project and its limits are provided in the Project Layout Plan, Sheet C020, included in Appendix A.

Safety and Security Notes and Details, Sheets C050 & C051, are included in Appendix B. Work areas affected by the proposed construction are shown on the attached Construction Phasing Plan, Sheet C031 in Appendix C.

1.2 CSPP REQUIREMENTS

Necessary construction locations and activities have been identified, and their impact on Airport Operations has been assessed. The effect of work on Airport Operations Areas (AOA) is discussed in Sections 1.0 through

18.0 and graphically depicted in the Construction Phasing Plan provided in Appendix C. This sheet is from the drawing set issued to the Contractor for bidding and construction.

1.3 COORDINATION

Construction Progress Meetings will be held weekly or as required, with minutes recorded and issued to all stakeholders. Attendees shall include, but not be limited to, the Resident Project Representative, Contractor, Project Manager, Contractor Safety and Security Officer (CSSO), and Owner Representative. Items for discussion related to construction safety will include the following:

⬧ The schedule of activities extended out for a three-week period.

⬧ Impacts on Airport Operations.

⬧ NOTAMs to be issued.

⬧ Review of safety measures required and parties responsible for compliance.

⬧ Review of any changes in scope.

1.4 SCOPE OR SCHEDULE CHANGES

If changes in scope or schedule are required at the request of the owner (ZPH) or under unforeseen conditions, they shall be addressed according to contract requirements, and the CSPP will be updated to reflect the changes. ZPH must approve these changes.

2.0 PHASING

The sequence of construction and phasing for this project was developed with minimum impact on airport operations. For each project phase, the CSPP identifies the requirements outlined in Chapter 2 of FAA AC

150/5370-2G, Operational Safety on Airports During Construction.

During construction, some areas will be closed to Airport Operations– Reference Section 2.1 Phasing Elements and the Construction Phasing Plan included in Appendix C.

⬧ Emergency and Fire Access Routes – The Zephyrhills Municipal Airport's fire department provides ARFF services, which are specifically regulated by the Federal Aviation Administration (FAA) at all U.S. airports serving scheduled passenger air carriers.

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⬧ Emergency access in and around the site will be maintained by the Contractor, as required, for the duration of this project. The Contractor must prominently mark open trenches and excavations within the construction site, with approval from the Airport Operations, and light them with low-profile barricades with red steady burn lights during hours of restricted visibility or darkness.

⬧ Construction Staging Areas – See the Project Layout Plan contained in Appendix A. The construction documents depict the staging area and general safety and security notes concerning its use.

⬧ Construction Access and Haul Routes – Reference the Construction Phasing Plan included in Appendix

C for routing layouts to the various phases of the project. Haul routes will be confirmed by Airport

Operations prior to the start of each phase. Applicable control along the Contractor haul routes for safety and security must always be maintained. This is especially important at those locations that require the

Contractor to work near active aprons or taxiways. Reference Section 5.2, Vehicle and Pedestrian

Operations, Section 15, Marking and Signs for Access Routes, and Section 17, Protection of Safety Areas, Object-Free Areas, Obstacle-Free Zones, and Approach/Departure Surfaces.

The Contractor shall establish and maintain a list of Contractor and Subcontractor vehicles authorized to operate on the site. Individually owned vehicles shall be restricted to parking lots outside the Airport

Operations Area (AOA). To be authorized to operate on the Airport, each Contractor or Subcontractor's vehicle shall:

⬧ Be marked/flagged for high daytime visibility and lighted for nighttime operations. Vehicles that are not marked and/or lighted shall be escorted by a vehicle appropriately marked and/or lighted.

Vehicles requiring an escort shall be identified on the list.

⬧ 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 escorts shall be identified on the 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 Owner or Resident Project Representative (RPR) or Owner's

Authorized Representative (OAR), any vehicle is operated in a manner not fully consistent with this requirement, the Owner and RPR/OAR have the right to restrict the vehicle's operation or prohibit its use on the Airport.

⬧ Impacts to NAVAIDS – No NAVAIDS are expected to be impacted.

⬧ Required Hazard Marking and Lighting – Low-profile barricades with steady burn red lights, signs, lighting, and/or safety flag details are shown in Appendix B. For additional details and descriptions, reference

Section 15, Marking and Signs for Access Routes, Section 16, Hazard Marking, Lighting and Signing, and

Section 17, Protection of Safety Areas, Object-Free Areas, Obstacle-Free Zones, and Approach/Departure

Surfaces. Proper marking and lighting of areas on the airfield associated with the construction are the responsibility of the Contractor and shall be described in the Contractor's SPCD. This will include properly marking and lighting the limits of construction, material storage areas, equipment storage areas, haul routes, parking areas, and other areas defined as required for the Contractor's exclusive use. The

Contractor shall erect and maintain suitable marking and warning devices visible for day and night use around the perimeter of these areas. Temporary barricades, flagging, and flashing warning lights will be

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Special emphasis shall be given to open trenches, excavations, heavy equipment staging areas, and stockpiled material located in the AOA, which shall be predominantly marked by the Contractor with flags and lighted by approved light units during hours of restricted visibility and darkness.

Lead Times for Required Notifications – The Contractor is required to coordinate this with the Resident

Project Representative and Airport Operations. Lead times for required notifications will be established at the pre-construction meeting.

2.1 PHASE ELEMENTS

2.1.1 Mobilization (30 workdays)

A Mobilization period has been established to allow the Contractor to mobilize to the site, provide shop drawing submittals, and perform material testing for mixed design purposes. During the mobilization period, no construction activities will occur, and no impact on airport operations is expected. The

Mobilization period will be 30 workdays commencing when the Notice-to-Proceed (NTP) is issued.

2.1.2 PHASE 1: Installation of low-profile barricades to separate the work area from the rest of Taxiway

B. Phase 1 includes site preparation, 2-inch milling and resurfacing of approximately 72,835 SF of existing pavement area north of taxiway B, apply tack coat (P-603) before placement of asphalt, and approximately 6,000 SF of sodding between the existing hangars (14 calendar days).

A portion of Taxiway B will be closed during this phase. Minimal impact on aircraft operations is anticipated for the duration of this phase. Working hours are during the daytime from 7:00 am to

7:00 pm. Liquidated damages are assessed at $1000 per additional day for each bid phase.

2.1.3 PHASE 2: Installation of low-profile barricades to separate the work area from the rest of Taxiway

B. This phase includes site preparation, milling and resurfacing of approximately 23,275 SF of existing pavement area south of Taxiway B, in front of the administration building (7 calendar days). milling 2" of the pavements will require additional removal of some of the in-place limerock base to accommodate placement of 2 asphalt overlay (P-403). within these areas, apply prime coat (P-602) to the densified surface prior to placement of 2” asphalt overlay.

Taxiway B will be partially closed during this phase. Impact on aircraft operations is anticipated for the duration of this phase. Working hours are during the daytime from 7:00 am to 7:00 pm.

Liquidated damages are assessed at $1000 per additional day for each bid phase

2.1.4 PHASE 3A: Installation of low-profile barricades to separate the work area from the rest of Taxiway

A1. 2-inch milling and resurfacing of approximately 31,310 SF of Taxiway E, repair of approximately 30 LF of pavement cracks, and installation of temporary markings (18 calendar days). Working hours are during the daytime from 7:00 am to 7:00 pm. Liquidated damages are assessed at $1000 per additional day for each bid phase.

2.1.5 PHASE 3B: Installation of low-profile barricades to separate the work area from the rest of Taxiway

A1. 2-inch milling and resurfacing of approximately 3,370 SF of Taxiway E, repair of approximately

50 SF of pavement cracks, and installation of temporary markings (3 calendar days). Working hours are during the daytime from 7:00 am to 7:00 pm. Liquidated damages are assessed at

$1000 per additional day for each bid phase.

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Asphalt Pavement Cure Period (30 Consecutive Calendar Days)

A 30-consecutive calendar day cure period is required for the asphalt pavement after the last day of paving and prior to the installation of final markings. The 30-day cure period shall commence on the last completed and accepted lot of paving. Temporary markings may be installed immediately following the installation of the new pavement. No impact on airside or landside traffic is anticipated during this period.

Permanent Pavement Marking (1 Consecutive Calendar Day).

One calendar day is allocated for Permanent Pavement Marking, which includes the installation of final pavement markings. Work within this phase shall be performed during the daytime working hours of 7:00 AM and 5:00 PM. Periodic interruption to aircraft traffic will be in effect during this phase. The Contractor will assign flag persons to the affected areas to direct traffic.

2.2 CONSTRUCTION SAFETY DRAWINGS

The project Construction Phasing Plans and the detailed work areas are provided in Appendix C. Safety and

Security Notes and Details are provided in Appendix B.

2.3 FLEXIBLE PHASING

The drawings shown in Appendix C are approximate and intended to be guidelines for the Contractor to develop their construction phasing plan. The final construction phasing plan shall be submitted to the Engineer for approval prior to the start of construction.

3.0 AREAS AND OPERATIONS AFFECTED BY CONSTRUCTION

3.1 IDENTIFICATION OF AFFECTED AREAS

⬧ Closing of access routes used by Airport and support vehicles – No closures.

⬧ Interruption of Utilities – No utilities will be impacted by 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 in Appendix A, Project

Layout Plan, and Appendix C, Construction Phasing Plan.

3.2 MITIGATION OF EFFECTS

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 be routed to the Resident Project Representative and Airport

Operations. Any required NOTAMs will be forwarded to the Resident Project Representative and issued by the Airport.

⬧ Detours for Airport vehicles - The project work site shall remain open to all emergency vehicles. Proper routing of this traffic will be effectively communicated to all supervisory personnel involved in the construction project.

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4.0 PROTECTION OF NAVAIDS

Materials/equipment storage and vehicle parking near NAVAIDs will not be allowed.

5.0 CONTRACTOR ACCESS

Contractor parking and equipment staging areas have been identified as the Contractor Staging Area within the drawing set, and the Project Layout Plan provided in Appendix A. No other access points shall be allowed unless approved by the Resident Project Representative. All Contractor traffic authorized to enter the site shall be experienced on 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 the Airport Operations. The Contractor shall not permit any unauthorized construction personnel or traffic on the site. Access gates to the site shall be locked and secured at all times when not attended by the

Contractor. If the Contractor chooses to leave any access gate open, it shall be attended to by badged Contractor personnel familiar with the CSPP's requirements. The Contractor is responsible for immediately cleaning any debris deposited along the access route due to 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 Resident Project

Representative. 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 Certified Safety and

Security Officer (CSSO).

⬧ The Contractor shall install work-site identification signs at the authorized access point(s). If, in the opinion of the Resident Project Representative, 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.

⬧ 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.

5.1 LOCATION OF STOCKPILED CONSTRUCTION MATERIALS

Stockpiled material shall be secured against displacement by aircraft engines, propeller blast, and ambient winds. Stockpiled materials and equipment storage shall not be permitted within an active Runway Safety Area

(RSA) or Obstacle-Free Zone (OFZ), nor will it be allowed within an active runway or taxiway's Object-Free

Area (OFA). The maximum height of stockpiled material shall not exceed 15 feet, mean sea level (MSL).

5.2 VEHICLE AND PEDESTRIAN OPERATIONS5.2.1 Contractor Site Parking

No employee vehicles shall be parked in the staging areas shown on the plans. Employees shall park personal vehicles off Airport property and be transported to and from the work areas via the Contractor's vehicles.

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5.2.2 Construction Equipment Parking

Contractor employees must park and service all construction vehicles in an area designated by the Airport outside the TOFA and never in the safety area of an active runway, taxiway, or taxilane. Unless a complex setup procedure makes moving 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-lit. Employees must also park construction vehicles outside of the

TOFA 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.

5.2.3 Access and Haul Roads

The approved access and haul roads are the only permitted routes. 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.

5.2.4 Marking and Lighting of Vehicles

Marking and lighting of vehicles shall be in accordance with FAA AC 150/5210-5D, Painting, Marking and

Lighting of Vehicles Used at an Airport. All Contractor vehicles and mobile equipment operating in the

AOA shall be identified by three-foot (3') square orange and white flags whenever such vehicle or equipment is operating on or about the AOA. 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 at all times 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 (360°) 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 ten to fifteen degrees (10-15°) above the horizontal. Sixty to ninety (60-90) flashes per minute.

5.2.5 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 Airport must authorize the escort vehicle and its driver for escort duty and operation within the AOA. If access to the construction, staging, or storage sites requires the crossing of an active runway or taxiway, all vehicles shall be escorted across said runway or taxiway by an authorized Airport escort vehicle.

No crane will be allowed on the work site unless the equipment and its intended operation are approved by Airport Operations. The Contractor shall provide the Resident Project Representative and Airport

Operations with not less than 72 hours advance written notice requesting crane access to the AOA.

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. All non-badged Contractor employees shall be within voice and visual range of a badged escort at all times when in the AOA.

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5.2.6 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 capable of receiving Zephyrhills Municipal Airport

(ZPH) Common Traffic Advisory Frequency (CTAF) – 123.075. This frequency shall be utilized when crossing active runways and taxiways, including entering and exiting the designated construction area.

The Contractor may not cross active airfield pavement without escort from Airport Management. 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.

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 runway, taxiway, taxilanes, 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.

5.2.7 Airport Security

The Contractor shall be responsible for the security of their equipment and materials. The Contractor shall be responsible for the security of all gates utilized by the Contractor. As directed by the Airport, locks shall be placed on each gate used by the Contractor. The locks must be marked in a manner showing company ownership, and two sets of keys must be provided to the Airport. The gates shall always be locked or monitored by badged Contractor personnel. 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 AOA through the gates may result in the responsible party being cited for violating Airport Regulations.

It is the Contractor's responsibility to prevent any security breach within their construction area or any route of entry to the construction area. The Contractor's employees, whether issued Airport security badges or not, must always have a valid governmental identification on their person. Failure to comply with these requirements will result in the employee being escorted off the AOA, and fines may be imposed at the Contractor's expense.

6.0 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.

6.1 TRASH

The Contractor shall maintain a clean site free from all food scraps and trash. The Contractor shall identify the location of closed containers to collect food scraps and trash. The Contractor will make arrangements for trash container removal from the project site daily and the staging area every week. Daily inspections are required to ensure compliance prior to leaving the job site.

6.2 TALL GRASS AND SEEDS

Grass species and other varieties of plants attractive to hazardous wildlife are not to be used on Airport property. Disturbed areas or areas needing re-vegetation should not be planted with seed mixtures containing millet or any other large seed-producing grass.

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6.3 POORLY MAINTAINED FENCING AND GATES

See Section 5.2.7 Airport Security.

6.4 WILDLIFE ENCOUNTER

In the event of a wildlife encounter, the Contractor shall immediately notify Airport Operations.

6.5 DISRUPTION OF EXISTING WILDLIFE HABITAT

Disruption to existing wildlife in the vicinity of the project may occur. Any observed wildlife that could pose a danger to air traffic shall be reported immediately to Airport Operations.

6.6 SITE DRAINAGE

The Contractor needs to maintain work-site drainage at all times. Ponding water will not be allowed.

6.7 STANDING WATER

Water shall not be allowed to collect and pool for more than any single 24-hour period.

7.0 FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT

Loose materials shall be removed from the active portion of the AOA, placed in protected areas, or otherwise secured to prevent dispersal into active portions of the AOA. Debris shall be promptly removed from AOA whether generated by the 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 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.

8.0 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 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 into the waters of the United States of America. The plan shall include procedures to control off-site tracking of soil by vehicles and construction equipment, as well as procedures for cleanup and reporting of non-stormwater 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 the Airport Operations /City Fire and Rescue Department and as soon as possible to the Engineer and/or Resident Project Representative. 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 infiltrating the groundwater.

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The Contractor shall include the following minimum steps in their Best Management Practices and Pollution

Prevention Plan:

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

8.2 Provide on-site containers to collect waste materials, debris, and rubbish. Protect any containers holding significant materials such as oil, grease, or oily rags from entering the stormwater systems.

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

8.4 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.

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

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

8.7 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 groundwater contamination immediately to the Airport, City, County, and Health Department.

8.8 Use dry methods to clean up the spill if possible. Do not use emulsifiers or dispersants or wash the spill into surface or groundwater.

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

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

8.11 All disposal of waste materials, excess excavation, and debris shall be off-site. Disposal locations are subject to approval by the Resident Project Representative. The 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, they shall immediately protect workers and nearby residents from exposure. The Contractor shall notify the Resident Project Representative and the appropriate hazardous materials (Hazmat) response team. The Resident Project Representative will issue instructions on proceeding or suspending construction after such notification.

9.0 NOTIFICATION OF CONSTRUCTION ACTIVITIES

9.1 POINTS OF CONTACT

The Contractor shall provide and maintain a list of names and phone numbers for all parties affected by the project. Include 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.

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9.2 NOTAMs

The Airport shall issue construction NOTAMs. The Airport is the only entity that can close or open a runway or taxiway. The Airport must be notified immediately if any NOTAM appears missing, incomplete, and/or inaccurate. Scheduled runway or taxiway closures shall be discussed with the Airport as far in advance as possible, but not less than seventy-two (72) hours in advance. See Section 3.1 Identification of Affected Areas to identify proposed closures to runways and taxiways during construction.

9.3 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 911.

9.4 COORDINATION WITH EMERGENCY PERSONNEL

See Section 9.3 Emergency Notification Procedures.

9.5 NOTIFICATION TO THE FAA

9.5.1 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 will file FAA Form 7460 for this project in conjunction with this

CSPP. The FAA Airspace Number will be provided to the Contractor when available. No crane shall be allowed on the work site unless Airport Operation approves the equipment and its intended operation.

The Contractor shall provide the Resident Project Representative and Airport Operation with not less than

72 hours advance written notice requesting crane access to the AOA. It will take approximately 60 to 90 days for the FAA to approve the use of a crane on and around an airport.

9.5.2 NAVAIDS

9.5.2.1 Airport-Owned/FAA-Maintained. If construction operations require a shutdown of more than 24 hours or more than four (4) hours daily on consecutive days of a NAVAID owned by the

Airport but maintained by the FAA, provide a 45-day minimum notice to FAA/ATO Technical

Operations prior to facility shutdown.

9.5.2.2 FAA-Owned. The Airport must notify the appropriate FAA Air Traffic Control 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).

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 flight checks. 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.

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10.0 INSPECTION REQUIREMENTS

10.1 DAILY INSPECTIONS

Daily Inspections shall be conducted by the Contractor with the Airport Operations or Resident Project

Representative using the Construction Project Daily Inspection Checklist.

10.2 FINAL INSPECTIONS

An inspection will be conducted with Airport Operations in attendance prior to opening any closed movement area to traffic.

11.0 UNDERGROUND UTILITIES

No underground utilities other than existing drainage and 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.

12.0 PENALTIES

The Contractor shall be responsible for compliance with Airport rules and regulations by all employees and

Subcontractors. Unauthorized entry to the AOA through the gates may result in the responsible party being cited for violating Airport Regulations. It is the Contractor's responsibility to prevent any security breach within their construction area or any route of entry to the construction area. 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 AOA.

13.0 SPECIAL CONDITIONS

During severe weather conditions or other operational emergencies, the Airport may direct the Contractor to relinquish areas under construction and prepare the areas for aircraft operations. See also Section 14.0 Runway and Taxiway Visual Aids. In this event, the Resident Project Representative or Airport Operations will direct the

Contractor to evacuate the area, and the Resident Project Representative 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

Resident Project Representative or Airport Operations’ directive. Should the directive entail extra work under the

Contract, as determined by the Resident Project Representative 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 Resident Project

Representative or Airport Operations, the Contractor may be granted an extension of time.

14.0 RUNWAY AND TAXIWAY VISUAL AIDS

14.1 GENERAL

Airport markings, lighting, signs, and visual NAVAIDs must be visible to pilots and not misleading, confusing, or deceptive. These items must be secured 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.

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14.2 CLOSURES

If the Contractor requires access to operational areas not delineated in the Safety and Security Notes, Appendix B, the Contractor shall participate in negotiations leading to imposing restrictions on Airport

Operations in the affected areas. The Contractor shall strictly abide by all conditions the Airport imposes 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).

Before any demolition or other work that will cause an interruption or modification to existing aircraft operations, the Contractor shall confer with and obtain authorization from the Resident Project Representative and Airport Management.

When the Contractor's operations require the closure of any runway, taxiway, apron, roadway, service gate, walkway, etc., the Contractor shall notify the Resident Project Representative and Airport Operations not less than 72 hours prior to need. No runway, taxiway, apron, roadway, service gate, walkway, etc., shall be closed without prior permission from the Airport Management.

14.2.1 Temporarily Closed Runways

The Contractor shall place a lighted Runway Closure Marker (RCM) at each end of the Runway facing the approach. RCMs will be furnished by the Owner. However, the RCM shall be maintained, refueled, and operated by the Contractor.

14.2.2 Temporarily Closed Taxiways

The Contractor shall place barricades outside the safety area of runway/taxiway intersections leading to any closed section.

14.2.3 Partially Closed Runways

Partially closed Runway 1-19 will have a white runway threshold bar marking and yellow chevrons identifying pavement areas unsuitable for landing. The PAPI units and Runway 1-19 edge lighting systems will be disconnected.

14.2.4 Temporarily Closed Lighting and NAVAIDs

Temporary lighting or NAVAID closures shall be coordinated with Airport Management for a minimum of

72 hours in advance.

15.0 MARKING AND SIGNS FOR ACCESS ROUTES

The Contractor shall utilize existing service roads and/or airfield pavements, as identified in Appendix A, Project

Layout Plan, for access routes to the site. The Contractor shall place signage along the route to prevent inadvertent entry to areas open to Airport Operations.

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16.0 HAZARD MARKING, LIGHTING, AND SIGNING

16.1 GENERAL

Hazard marking, lighting, and signing prevent aircraft from entering areas closed to aircraft and prevent construction personnel from entering areas open to aircraft. The Contractor shall comply with Section 16.2

Equipment and Section 16.3 Barricades.

16.2 EQUIPMENT

Lights and signs for temporary closed taxiways and aprons shall be deactivated within the work area. 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 to prevent light leakage. The Airport shall approve the method of temporary cover.

16.3 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, shall be utilized. As depicted in the Safety and Security Notes and Details, Appendix B. 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 Resident Project Representative 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.

Barricades will be placed around each phase or subphase of the work in accordance with the Construction

Safety and Phasing Plan and shall remain in place until completion of work in each phase. All locations shall be approved by the Resident Project Representative.

17.0 PROTECTION OF SAFETY AREAS, OBJECT-FREE AREAS, OBSTACLE-FREE

ZONES, AND APPROACH/DEPARTURE SURFACES

17.1 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 and the Airport. Construction activities are not anticipated within the RSA.

17.2 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. Construction activities are not anticipated within the ROFA. Construction activities are not anticipated within Taxiway F Safety Area.

17.3 TAXIWAY SAFETY AREA (TSA)

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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 and the Airport.

17.3.1 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.

17.3.2 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.

17.4 TAXIWAY OBJECT FREE AREA (TOFA)

Construction activity, personnel, equipment, or materials shall not be permitted within the Object Free Area

(OFA) of an active taxiway or taxilane. Dimensions may be adjusted temporarily if the taxiway (lane) is restricted to aircraft operations requiring a taxiway object-free area that is equal to the taxiway object-free area width available, subject to approval by the FAA and the Airport.

Taxiway TSA Width (feet) TOFA Width (feet)

A3 79 124

B 79 124

B1, B-2, B3 79 124

G 79 124

Legend: Airplane Design Group, TSA = Taxiway Safety Area, TOFA = Taxiway Object Free Area

17.5 OBSTACLE FREE ZONE (OFZ).

No Construction activity, personnel, equipment, or materials shall be permitted in the Obstacle Free Zone

(OFZ) of any active runway.

17.6 RUNWAY APPROACH/DEPARTURE SURFACES

Personnel, material, and/or equipment must remain clear of the threshold sitting surfaces while the Runway is open for aircraft operations.

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Runway RSA Width (feet) ROFA Width (feet)

OFZ Width (feet)

1-19 150 500 400

5-23 150 500 400

RSA=Runway Safety Area, ROFA=Runway Object Free Area

18.0 OTHER LIMITATIONS ON CONSTRUCTION

18.1 BURNING OR BLASTING

There is no burning or blasting allowed on Airport property.

18.2 RESTRICTIONS

18.2.1

Construction suspension required during specific Airport Operations:

3.1.6 Hurricane or disaster relief events.

18.2.2

Areas that cannot be worked on simultaneously:

3.1.7 Work must be completed according to the Construction Safety and Phasing Plan.

18.2.3

Day or night construction restrictions:

3.1.8 Construction is anticipated to be completed during the day between 7.00 AM to 7:00 PM

18.2.4

Seasonal construction restrictions – None

Ziba Typewritten Text

APPENDIX A

APPENDIX B

APPENDIX C