ITB_AIR261130_OCF_Concrete_Pads__THanger_Taxilane_Rehabilitation__Exhibit_I__CSPP.pdf

CONSTRUCTION SAFETY & PHASING PLAN (CSPP)

For

Ocala International Airport (OCF) Ocala International Airport, Florida

Concrete Pads and T-Hangar Taxilane Rehabilitation

PREPARED FOR:

PREPARED BY:

1522 Penman Road, Suite #14 • Jacksonville Beach, FL 32250 www.mjinc.com

August 2026 http://www.mjinc.com/

Concrete Pads and T-Hangar Taxilane Rehabilitation Construction Safety & Phasing Plan (CSPP)

Ocala International Airport Page i

Table Of Contents

1. PURPOSE OF THE CSPP

2. PROJECT DESCRIPTION

3. COORDINATION BEFORE AND DURING CONSTRUCTION

4. PHASING

5. AREAS AND OPERATIONS AFFECTED BY CONSTRUCTION

6. NAVIGATIONAL AID (NAVAID) PROTECTION

7. CONTRACTOR ACCESS

8. WILDLIFE MANAGEMENT

9. FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT

10. HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT

11. NOTIFICATION OF CONSTRUCTION ACTIVITIES

12. INSPECTION REQUIREMENTS

13. UNDERGROUND UTILITIES

14. PENALTIES

15. SPECIAL CONDITIONS

16. RUNWAY AND TAXIWAY VISUAL AIDS

17. MARKINGS AND SIGNS FOR ACCESS ROUTES

18. HAZARD MARKING AND LIGHTING

19. PROTECTION OF AREAS, ZONES, & SURFACES

20. OTHER LIMITS ON CONSTRUCTION

21. AIRPORT WATCH PROGRAM

Appendices

Appendix A Key Personnel Contact List

Appendix B Airside Construction Safety and Phasing Plan

Appendix C Daily Safety Inspection Checklist

Ocala International Airport Page 3

1. PURPOSE OF THE CSPP

The Construction Safety and Phasing Plan (CSPP) serves as a companion document to the plans and specifications and has been written in compliance with FAA AC 150-5370-2G, Operational

Safety on Airports During Construction. The subsequent sections of this document will address scheduling, coordination, and airfield safety precautions as they relate to the Project.

This CSPP has been approved by the FAA. Any proposed changes to this CSPP shall be coordinated with the Airport/Owner and the FAA. The FAA shall review and approve of the

CSPP before proposed changes can occur. Revisions to the CSPP may delay construction and the

Contractor should plan accordingly.

2. PROJECT DESCRIPTION

The Project includes the design to rehabilitate existing taxilanes and to construct three new concrete pads.

The existing taxilanes will be rehabilitated to maintain existing taxilane layouts.

One concrete pad will be constructed to accommodate future fuel tanks. The second concrete pad will be constructed to accommodate an aircraft washing area, new asphalt taxilanes will be constructed to connect the washing area pad to existing taxilanes. The third concrete pad will be constructed for additional parking by the GA terminal. The project limits are located just north of the main apron except for the concrete pad installed by the GA terminal.

The major construction elements of this project include mill and overlay of existing taxilane pavement, unclassified excavation of existing subsurface materials necessary for the proposed layout of the concrete pads; installation and maintenance of construction erosion and sedimentation control best management practices; installation of new base materials, base materials, asphalt pavement and pavement markings, installation of Stormwater pipe and treatment, extension of water service, installation of electric conduits for future use; and all other incidental items for a completed project.

3. COORDINATION BEFORE AND DURING CONSTRUCTION

Safety considerations are paramount during airfield construction projects. Careful planning, scheduling, and coordination of construction activities before and during construction can minimize disruption of normal aircraft operations and avoid situations that compromise the airport’s operational safety.

A complete list of the project contacts, including local emergency responders, has been included in Appendix A. The Contractor will be provided an electronic copy of this list and will update it to include contact information for its staff and sub-contractors including their Construction Safety

Officer. The updated list will be included in an appendix of the Contractor’s Safety Plan

Ocala International Airport Page 4

Compliance Document (SPCD).

Design Meetings

Date Attendees Description

12/08/2025 OCF, McFarland Johnson 60% Design Meeting

01/27/2026 OCF, McFarland Johnson 90% Design Meeting

Date OCF, McFarland Johnson, and FAA CSPP Review

Prebid Meeting

• Held prior to the Bid Opening on Date/Time to be Determined

• The CSPP will be reviewed and discussed.

• Key attendees will include the Airport, McFarland Johnson, and Potential Bidders

Preconstruction Meeting

• Held prior to the issuance of the Notice to Proceed on Date/Time to be Determined

• The CSPP the Contractor’s Safety Plan Compliance Document (SPCD) will be reviewed and discussed. The Airport will approve of the SPCD before construction can begin.

• Key Attendees will include the Airport, McFarland Johnson, Resident Engineer, Contractor Superintendent, Subcontractor Representative(s), and FAA Tech Ops

Representative(s).

• At least 10 days prior to the start of construction activities, the Contractor shall provide a construction schedule for the project.

• At least 45 days prior to the start of construction activities, the Airport will notify the FAA

Air Traffic Organization for the NAVAIDs impacted by construction.

• At least 10 days prior to the start of construction activities, the Airport will notify the

Aircraft Rescue and Fire Fighting (ARFF) of construction.

During Construction -- Daily Coordination Meetings

• Meeting will be held prior to starting work each day and will discuss the day’s activities and safety of the project site. The Contractor will communicate the following at each meeting:

a. Work areas where construction is active/scheduled.

b. Major work items to be accomplished.

c. Number of personnel to be on site, including subcontractors.

d. Type and quantity of equipment to be on site.

e. Any anticipated closing of facilities that will be required.

f. Any anticipated power outages and/or system to be inoperable including anticipated length of downtime in hours.

g. Other information requested by Airport Operations or Resident Engineer.

• Key attendees will include the Resident Engineer, Contractor Superintendent, and

Subcontractor Representative(s) as applicable.

During Construction – Weekly Progress Meetings

• At each weekly meeting, a standing agenda item will be construction safety and project phasing.

• Key Attendees will include the Airport, McFarland Johnson, Resident Engineer, Ocala International Airport Page 5

Contractor Superintendent, Subcontractor Representative(s), and FAA Tech Ops

Representative(s).

• At each of the weekly project meetings, the Contractor will be required to provide at least a 2-week “look ahead” schedule. Should the overall schedule change during the course of construction, the overall schedule will be updated and distributed to stakeholders.

• ARFF shall be notified of any routes used that would be affected by the project construction or activities.

4. PHASING

The proposed construction sequencing has endeavored to minimize impacts on aircraft operations while maintaining a safe working environment during construction. To accomplish this construction is divided into three phases. The sequence of phases is presented in Table 1 below.

Major work activities included in each phase are presented thereafter.

Table 1 – Anticipated Construction Schedule and Sequence of Phases

Start Date End Date Duration

Phase 1 14 cal. Days

Phase 2 14 cal. Days

Phase 3 14 cal. Days

Phase 4 14 cal. Days

Phase 5 14 cal. Days

Phase 6 50 cal. Days

Phase 7 25 cal. Days

Phase 8 5 cal. Days

150 cal. Days

Calendar days are consecutive, unless otherwise noted in the Specifications. Once work has begun in an area the area must be worked continuously until the work area is complete, unless otherwise allowed by the phasing plans in Appendix B. The Contractor’s work hours will not be limited unless noted on the phasing plans in Appendix B or deemed necessary by Airport Operations or

Management.

PHASE 1:

Includes all work required to rehabilitate taxilane.

Duration: 14 consecutive calendar days

Closures:

• Section of Taxilanes and T-hangars as seen on plans

Ocala International Airport Page 6

Liquidated damages: none

Primary work to be completed:

• Mill and Overlay

• Installation of new pavement markings

PHASE 2:

PHASE 3:

PHASE 4:

Ocala International Airport Page 7

PHASE 5:

PHASE 6:

Includes all work required to rehabilitate taxilane and install new Concrete Wash rack pad and asphalt fillets.

Duration: 50 consecutive calendar days

• Earthwork

• Installation of new electric conduit

• Installation of new drainage

• Installation of new water service line

• Installation of Concrete and base course.

• Installation of asphalt and base course

• Erosion control BMP

PHASE 7:

Includes all work required to rehabilitate taxilane and install new Concrete Fuel pad.

Ocala International Airport Page 8

Duration: 25 consecutive calendar days

• South edge of OAS apron.

• T-hangars as seen on plans

• Fuel farm closed to aircraft traffic.

• Fuel delivery truck deliveries to be coordinated.

• Earthwork

• Installation of new electric conduit

• Installation of Concrete and underlying base course.

• Erosion control BMP

PHASE 8:

Includes all work required to install concrete parking pad.

Duration: 5 consecutive calendar days

• none

• Installation of Concrete and base course.

5. AREAS AND OPERATIONS AFFECTED BY CONSTRUCTION

The affected aircraft operations areas, and other Airport areas, for this project are shown on the

Construction Safety and Phasing Plans located in Appendix B. The work locations for the project located within the AOA Movement Area will require careful coordination and advanced notification in accordance with Section 3, Coordination Before and During Construction.

Any Runway Safety Area (RSA) or Taxiway Safety Area (TSA) allowed to be opened during non-working hours shall be temporarily graded and stabilized, if required, to provide a smooth transition without any pavement drops or ruts greater than 3 inches. No construction may occur within an RSA while the runway is open for aircraft operations. No construction may occur within the Taxiway Object Free Area (TOFA) while the taxiway is open for aircraft operations.

Ocala International Airport Page 9

Refer to Section 13, Underground Utilities for underground utilities impacted by the construction.

Contained within the tables below are anticipated operational impacts to Airport Operations throughout the course of the project. The Contractor is required to coordinate with Airport

Operations and ARFF prior to starting work in the next work area and before impacting operations on the Airport.

Table 2 – Runway Safety Areas (RSA), Runway Object Free Area (ROFA), and Runway

Obstacle Free Zone (ROFZ)

Runway

Aircraft

Approach

Category

Airplane

Design

Group

Runway

Safety

Area

Width

Runway

Object

Free

Area

Width

Runway

Obstacle

Free

Zone

Width

Runway

Safety Area from Edge of Runway

Pavement

Length

Beyond/Prior to Threshold

Runway

18-36

D II 500 800 400 175 600

Runway

8-26

B II 150 500 250 50 300

Table 3 – Taxiway Safety Areas (TSA) and Taxiway Object Free Area (TOFA)

Taxiway

Taxiway

Design Group

(TDG)

Airplane

Design

Group

Taxiway

Safety Area

Width

Taxiway

Object Free

Area Width

Taxiway Safety

Area from Edge of Taxiway

Pavement

Taxiway A

(A1 to A11) 3 II 79 124 Varies

Taxiway B

(B1 to B6) 2 II 79 124 Varies

Ocala International Airport Page 10

PHASE 1 – CONSTRUCTION IMPACTS

PROJECT CONCRETE PADS AND T-HANGAR TAXILANE REHABILITATION

SCOPE OF WORK INCLUDES ALL WORK REQUIRED TO REHABILITATE TAXILANE.

OPERATIONAL

REQUIREMENTS

Normal (Existing) Phase 1 (Anticipated)

RW 18-36 ARC D-II NO CHANGE

RW 18 Declared Distances TORA: 7,467 & TODA: 7,467 NO CHANGE

ASDA: 6,717 & LDA: 6,557

RW 18 Approach

Procedures

RNAV NO CHANGE

RW 18 NAVAIDs PAPI NO CHANGE

RW 36 Declared Distances TORA: 7,195 & TODA: 7,195

ASDA: 6,907 & LDA: 6,347 NO CHANGE

RW 36 Approach

Procedures

ILS NO CHANGE

RW 36 NAVAIDs ILS, MALSR, PAPI NO CHANGE

RW 8-26 ARC B-II NO CHANGE

RW 8 Declared Distances NO CHANGE

RW 8 Approach

Procedures

VISUAL NO CHANGE

RW 8 NAVAIDs NONE NO CHANGE

RW 26 Declared Distances

NO CHANGE

RW 26 Approach

Procedures

VISUAL NO CHANGE

RW 26 NAVAIDs NONE NO CHANGE

Taxiways A/A1-A11 ADG II NO CHANGE

Taxiways B/B1-B6 ADG II NO CHANGE

ARFF Index A NO CHANGE

Special Conditions N/A NO CHANGE

Ocala International Airport Page 11

PHASE 2 – CONSTRUCTION IMPACTS

PROJECT CONCRETE PADS AND T-HANGAR TAXILANE REHABILITATION

SCOPE OF WORK INCLUDES ALL WORK REQUIRED TO REHABILITATE TAXILANE.

OPERATIONAL

REQUIREMENTS

Normal (Existing) Phase 2 (Anticipated)

RW 18-36 ARC D-II NO CHANGE

RW 18 Declared Distances TORA: 7,467 & TODA: 7,467 NO CHANGE

ASDA: 6,717 & LDA: 6,557

RW 18 Approach

Procedures

RNAV NO CHANGE

RW 18 NAVAIDs PAPI NO CHANGE

RW 36 Declared Distances TORA: 7,195 & TODA: 7,195

ASDA: 6,907 & LDA: 6,347 NO CHANGE

RW 36 Approach

Procedures

ILS NO CHANGE

RW 36 NAVAIDs ILS, MALSR, PAPI NO CHANGE

VISUAL NO CHANGE

RW 8 NAVAIDs NONE NO CHANGE

RW 26 Declared Distances

NO CHANGE

RW 26 Approach

Procedures

VISUAL NO CHANGE

RW 26 NAVAIDs NONE NO CHANGE

Taxiways A/A1-A11 ADG II NO CHANGE

Taxiways B/B1-B6 ADG II NO CHANGE

Ocala International Airport Page 12

PHASE 3 – CONSTRUCTION IMPACTS

PROJECT CONCRETE PADS AND T-HANGAR TAXILANE REHABILITATION

SCOPE OF WORK INCLUDES ALL WORK REQUIRED TO REHABILITATE TAXILANE.

OPERATIONAL

REQUIREMENTS

Normal (Existing) Phase 3 (Anticipated)

RW 18-36 ARC D-II NO CHANGE

RW 18 Declared Distances TORA: 7,467 & TODA: 7,467 NO CHANGE

ASDA: 6,717 & LDA: 6,557

RW 18 Approach

Procedures

RNAV NO CHANGE

RW 18 NAVAIDs PAPI NO CHANGE

RW 36 Declared Distances TORA: 7,195 & TODA: 7,195

ASDA: 6,907 & LDA: 6,347 NO CHANGE

RW 36 Approach

Procedures

ILS NO CHANGE

RW 36 NAVAIDs ILS, MALSR, PAPI NO CHANGE

VISUAL NO CHANGE

RW 8 NAVAIDs NONE NO CHANGE

RW 26 Declared Distances

NO CHANGE

RW 26 Approach

Procedures

VISUAL NO CHANGE

RW 26 NAVAIDs NONE NO CHANGE

Taxiways A/A1-A11 ADG II NO CHANGE

Taxiways B/B1-B6 ADG II NO CHANGE

Ocala International Airport Page 13

PHASE 4 – CONSTRUCTION IMPACTS

PROJECT CONCRETE PADS AND T-HANGAR TAXILANE REHABILITATION

SCOPE OF WORK INCLUDES ALL WORK REQUIRED TO REHABILITATE TAXILANE.

OPERATIONAL

REQUIREMENTS

Normal (Existing) Phase 4 (Anticipated)

RW 18-36 ARC D-II NO CHANGE

RW 18 Declared Distances TORA: 7,467 & TODA: 7,467 NO CHANGE

ASDA: 6,717 & LDA: 6,557

RW 18 Approach

Procedures

RNAV NO CHANGE

RW 18 NAVAIDs PAPI NO CHANGE

RW 36 Declared Distances TORA: 7,195 & TODA: 7,195

ASDA: 6,907 & LDA: 6,347 NO CHANGE

RW 36 Approach

Procedures

ILS NO CHANGE

RW 36 NAVAIDs ILS, MALSR, PAPI NO CHANGE

VISUAL NO CHANGE

RW 8 NAVAIDs NONE NO CHANGE

RW 26 Declared Distances

NO CHANGE

RW 26 Approach

Procedures

VISUAL NO CHANGE

RW 26 NAVAIDs NONE NO CHANGE

Taxiways A/A1-A11 ADG II NO CHANGE

Taxiways B/B1-B6 ADG II NO CHANGE

Ocala International Airport Page 14

PHASE 5 – CONSTRUCTION IMPACTS

PROJECT CONCRETE PADS AND T-HANGAR TAXILANE REHABILITATION

SCOPE OF WORK INCLUDES ALL WORK REQUIRED TO REHABILITATE TAXILANE.

OPERATIONAL

REQUIREMENTS

Normal (Existing) Phase 5 (Anticipated)

RW 18-36 ARC D-II NO CHANGE

RW 18 Declared Distances TORA: 7,467 & TODA: 7,467 NO CHANGE

ASDA: 6,717 & LDA: 6,557

RW 18 Approach

Procedures

RNAV NO CHANGE

RW 18 NAVAIDs PAPI NO CHANGE

RW 36 Declared Distances TORA: 7,195 & TODA: 7,195

ASDA: 6,907 & LDA: 6,347 NO CHANGE

RW 36 Approach

Procedures

ILS NO CHANGE

RW 36 NAVAIDs ILS, MALSR, PAPI NO CHANGE

VISUAL NO CHANGE

RW 8 NAVAIDs NONE NO CHANGE

RW 26 Declared Distances

NO CHANGE

RW 26 Approach

Procedures

VISUAL NO CHANGE

RW 26 NAVAIDs NONE NO CHANGE

Taxiways A/A1-A11 ADG II NO CHANGE

Taxiways B/B1-B6 ADG II NO CHANGE

Ocala International Airport Page 15

PHASE 6 – CONSTRUCTION IMPACTS

PROJECT CONCRETE PADS AND T-HANGAR TAXILANE REHABILITATION

SCOPE OF WORK

INCLUDES ALL WORK REQUIRED TO REHABILITATE TAXILANE AND

INSTALL NEW CONCRETE WASH RACK PAD AND ASPHALT

FILLETS.

OPERATIONAL

REQUIREMENTS

Normal (Existing) Phase 6 (Anticipated)

RW 18-36 ARC D-II NO CHANGE

RW 18 Declared Distances TORA: 7,467 & TODA: 7,467 NO CHANGE

ASDA: 6,717 & LDA: 6,557

RW 18 Approach

Procedures

RNAV NO CHANGE

RW 18 NAVAIDs PAPI NO CHANGE

RW 36 Declared Distances TORA: 7,195 & TODA: 7,195

ASDA: 6,907 & LDA: 6,347 NO CHANGE

RW 36 Approach

Procedures

ILS NO CHANGE

RW 36 NAVAIDs ILS, MALSR, PAPI NO CHANGE

VISUAL NO CHANGE

RW 8 NAVAIDs NONE NO CHANGE

RW 26 Declared Distances

NO CHANGE

RW 26 Approach

Procedures

VISUAL NO CHANGE

RW 26 NAVAIDs NONE NO CHANGE

Taxiways A/A1-A11 ADG II NO CHANGE

Taxiways B/B1-B6 ADG II NO CHANGE

Ocala International Airport Page 16

PHASE 7 – CONSTRUCTION IMPACTS

PROJECT CONCRETE PADS AND T-HANGAR TAXILANE REHABILITATION

SCOPE OF WORK

INCLUDES ALL WORK REQUIRED TO REHABILITATE TAXILANE AND

INSTALL NEW CONCRETE FUEL PAD.

OPERATIONAL

REQUIREMENTS

Normal (Existing) Phase 7 (Anticipated)

RW 18-36 ARC D-II NO CHANGE

RW 18 Declared Distances TORA: 7,467 & TODA: 7,467 NO CHANGE

ASDA: 6,717 & LDA: 6,557

RW 18 Approach

Procedures

RNAV NO CHANGE

RW 18 NAVAIDs PAPI NO CHANGE

RW 36 Declared Distances TORA: 7,195 & TODA: 7,195

ASDA: 6,907 & LDA: 6,347 NO CHANGE

RW 36 Approach

Procedures

ILS NO CHANGE

RW 36 NAVAIDs ILS, MALSR, PAPI NO CHANGE

VISUAL NO CHANGE

RW 8 NAVAIDs NONE NO CHANGE

RW 26 Declared Distances

NO CHANGE

RW 26 Approach

Procedures

VISUAL NO CHANGE

RW 26 NAVAIDs NONE NO CHANGE

Taxiways A/A1-A11 ADG II NO CHANGE

Taxiways B/B1-B6 ADG II NO CHANGE

Ocala International Airport Page 17

PHASE 8 – CONSTRUCTION IMPACTS

PROJECT CONCRETE PADS AND T-HANGAR TAXILANE REHABILITATION

SCOPE OF WORK

INCLUDES ALL WORK REQUIRED TO INSTALL CONCRETE PARKING

PAD.

OPERATIONAL

REQUIREMENTS

Normal (Existing) Phase 8 (Anticipated)

RW 18-36 ARC D-II NO CHANGE

RW 18 Declared Distances TORA: 7,467 & TODA: 7,467 NO CHANGE

ASDA: 6,717 & LDA: 6,557

RW 18 Approach

Procedures

RNAV NO CHANGE

RW 18 NAVAIDs PAPI NO CHANGE

RW 36 Declared Distances TORA: 7,195 & TODA: 7,195

ASDA: 6,907 & LDA: 6,347 NO CHANGE

RW 36 Approach

Procedures

ILS NO CHANGE

RW 36 NAVAIDs ILS, MALSR, PAPI NO CHANGE

VISUAL NO CHANGE

RW 8 NAVAIDs NONE NO CHANGE

RW 26 Declared Distances

NO CHANGE

RW 26 Approach

Procedures

VISUAL NO CHANGE

RW 26 NAVAIDs NONE NO CHANGE

Taxiways A/A1-A11 ADG II NO CHANGE

Taxiways B/B1-B6 ADG II NO CHANGE

Ocala International Airport Page 18

6. NAVIGATIONAL AID (NAVAID) PROTECTION

The Airport-owned and FAA-owned NAVAIDS will not be affected.

FAA-owned NAVAIDs will be turned off by local FAA Tech Ops personnel, as noted in Section

3, Coordination Before and During Construction. Airport-owned NAVAIDs will be turned off by

Airport Operations.

There shall be no construction activities, equipment operation, materials storage, or vehicle parking near any active NAVAID without notifying the Resident Engineer.

Interference from construction equipment or activities which may affect any NAVAID for low visibility operations shall require a shutdown notification through a NOTAM. If these conditions are absolutely necessary for the construction to progress, a NOTAM will need to be issued.

If necessary, before commencing construction activities or operating construction equipment near a NAVAID, the Contractor shall coordinate, through the Airport, FAA, and Engineer to evaluate the effect of construction activity and the required distance to keep away from the NAVAID to protect it.

All construction activities near a NAVAID must not obstruct access to the equipment for maintenance by Airport personnel.

The Contractor is solely responsible for locating all existing NAVAID feeds and other utilities within the project limits. Prior to initiation of any construction in the field, the Contractor shall provide a written notice (return receipt requested) to each of the impacted utility companies, as applicable. The Contractor shall provide the Engineer with a copy of the receipt of said written notification to each of the utility companies. This requirement is in addition to any other state laws regarding public notification prior to excavation.

7. CONTRACTOR ACCESS

Site Access

Refer to the Construction Safety and Phasing plans in Appendix B for site access points, haul routes, and the Staging Area (which includes employee parking). Upon completion of the Project, the Contractor shall restore access points, haul routes, and the Staging Area to their original, pre-construction conditions.

Ingress and Egress Procedures

The Contractor is responsible for the security of the work areas. The Contractor is to install

Contractor-furnished locks on gates used during construction and distribute lock keys to essential

Contractor personnel only. Gates will have Contractor and Airport locks chained together.

The Contractor is responsible for unlocking and locking Airport gates needed for access at the beginning and end of all shifts. The Contractor will contact the Airport each day before unlocking

Ocala International Airport Page 19 gates and upon leaving each day when locking gates.

During working hours, the Contractor shall control all construction access through the Airport gates at all times. Such gates shall be closed (but not locked) when not in use and opened only when access through the gates is needed. While a gate is open it shall be continuously monitored by the Contractor to allow authorized personnel only access to the airfield. During non-working hours, gates shall be closed and locked.

The Contractor shall not allow any unauthorized vehicles to enter through the construction access gates. The Contractor is liable for any fines issued by the FAA and TSA for security violations.

Vehicle Operations within the AOA

All construction employee vehicles will park in the Staging Area only and are not allowed to drive in the AOA.

Airport Operations will immediately suspend all construction if 1) a Contractor’s or subcontractor’s employee enters the AOA outside of the designated work area without authorization or 2) any unescorted construction vehicle operates within the AOA. Airport

Operations will allow construction work to resume only when the discrepancy is corrected.

Contractor's construction equipment will not be allowed access to portions of the Airport that have not been designated as a work area, haul route, or staging areas. Construction equipment cannot operate in areas that are open to aircraft traffic.

With the Engineer’s approval, the Contractor is permitted to stage equipment in a work area if that equipment is needed for the immediate task at hand. At the end of each day or when not in regular use during the day, all equipment shall park in the portion of the work area that is outside of controlled aircraft operations areas (RPZ, ROFA, TOFA, etc.).

Vehicle Identification

Each Contractor's motorized vehicle operating on airport property shall be equipped with an operating yellow flashing beacon displayed in full view above the vehicle. The Contractor’s construction equipment shall have a checkered flag. The 3’ x 3’ flag shall be made of 1’x 1’ international orange and white squares. The flag should be placed at the highest point on the vehicle to allow for an unobstructed view of the flag. Any vehicles not meeting these criteria will be denied access to the work zones until the problem is rectified. Any vehicle operating on the movement areas during hours of darkness, or reduced visibility, must be equipped with a yellow flashing beacon, the color of which is in accordance with FAA Advisory Circular 150/5210-5D.

In addition, all Contractors vehicles operating on the airfield shall have a company placard/logo plainly visible on both sides of the vehicle in order to identify the vehicle. The signage may be applied either by using tape or a water-soluble paint to facilitate removal. Magnetic signs are also acceptable.

Radio Communications

The Contractor’s supervisor/foreman and escort personnel shall continuously monitor all local air and ground traffic broadcasting on the Ocala UNICOM radio frequency of 119.25 MHz using two-

Ocala International Airport Page 20 way handheld air-to-ground radios furnished by the Contractor, Airport Security

Contractor personnel will be required to obtain an airport security badge for Ocala International

Airport. As part of this badging process, personnel will be required to review airport safety procedures and learn proper driving techniques on an airport.

All personnel with regular job duties and responsibilities within the AOA, including contractors, subcontractors, vendors, and/or general workers shall be aware of airfield security and safety procedures. The Contractor shall instruct all employees entering the Airport about safe driving within the AOA and to stay clear of any active aircraft operations. If any employee does not follow the security and safety regulations, the individual may be prohibited from entering the AOA for the remainder of the Project.

Airport Operations staff regularly monitor security procedures and protocols at the Airport. All personnel and vehicles that are granted access to the AOA may be subject to random security and safety inspections conducted by law enforcement or Airport Operations staff. Random inspections may occur at anytime and anywhere on the Airport.

In addition, the Contractor will immediately notify Airport Operations of any suspicious persons or behavior near or on Airport property.

Stockpile Locations

Material stockpiles shall be located only in the Contractor’s Staging Area and outside of all RPZs, ROFAs, RSAs, and TOFAs shown on the Construction Safety and Phasing Plans included in

Appendix B. Stockpiles are limited to 10 feet tall. See Section 11 for stockpiles greater than 10 feet above ground level.

8. WILDLIFE MANAGEMENT

Outside of the work area, the Airport is responsible for wildlife management. Inside the work area, however, the Contractor is responsible for developing and maintaining procedures that prevent the attraction of wildlife as outlined in their SPCD. The SPCD shall be in accordance with the

Airport’s wildlife hazard management plan and approved by the Airport prior to construction.

The Contractor’s personnel and subcontractors must be aware of and avoid construction activities that can create wildlife hazards on airports, such as:

• Trash. Trash shall be removed from the work areas daily and place in a covered trash bin provide by the Contractor. The trash bin shall be located inside the staging area and emptied weekly (at a minimum) by the Contractor. Should the Airport determine this frequency be inadequate, the Contractor will be asked to increase trash removal to two or more times weekly.

• Standing Water. Standing water shall not stand for more than 48 hours. The Contractor will take precautions and have ready, at no additional cost to the project, a pump to remove standing water from the project area by pumping to the nearest outfall location.

• Grass. The Contractor is responsible for maintaining the staging, parking, and work areas

Ocala International Airport Page 21 free from tall stands of grass. Grass in these areas shall not be over 14 inches in height.

When it reaches 14 inches tall, the Contractor shall mow to a height no taller than 7 inches.

The Airport may require the Contractor to collect grass clippings.

• Poorly Maintained Fencing and Gates. The Airport conducts periodic perimeter fence and gate inspections to ensure they are functioning correctly to keep wildlife from entering the

AOA. The Contractor shall operate those gates used for construction access in accordance with Section 7 to prevent wildlife from entering the AOA.

• Disruption of Existing Wildlife Habitat. While construction makes this unavoidable, the

Contractor shall immediately notify the Airport by phone of any wildlife siting with the

AOA. The Airport, not the Contractor, is responsible for harassing wildlife from the AOA.

9. FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT

Description of FOD

FOD at airports includes any object found in an inappropriate location that can damage aircraft, equipment, or airport personnel. Related to construction, FOD is typically loose gravel, blowing sand, wire bristles from sweeper heads, food wrappers, and material packaging. The presence of

FOD in the AOA poses a significant threat to air travel as it has the potential to damage aircraft during critical phases of flight. This can lead to catastrophic loss of life and/or aircraft. As such, everyone inside the AOA is responsible for removal of FOD immediately regardless of its origin.

Contractor’s Responsibilities for Managing FOD

• The Contractor shall maintain a clean project site free of FOD.

• All construction personnel will secure any FOD regardless of its source that could be carried by wind into the AOA.

• To reduce the risk of FOD, all construction vehicles shall not drive on grass/dirt and then drive on airfield pavement.

• The Contractor shall furnish and retain at the construction site, equipment for the removal of FOD from airfield pavement. The Contractor shall use a street sweeper or vacuum truck to clean airfield pavement closed to aircraft prior to re-opening them. The Airport has final authority on the acceptance of cleaned pavements and areas prior to re-opening them to aircraft.

Contractor’s Responsibilities for Controlling Dust

• The Contractor shall be responsible for dust control within the Staging Area and work areas and along any construction access road of this Project. The operation of runways, taxiways, and associated NAVAIDs are especially sensitive to dust.

• The Contractor shall furnish and retain at the construction site, equipment for the application of water to control dust within the construction site and on haul roads. The equipment shall be equipped with a shut-off control valve controlled by the driver/operator.

The Contractor shall apply water for dust control as necessary to prevent dust from the construction site and/or haul roads from being a hazard to aircraft and from being a nuisance or hazard to the flying public as directed by the Engineer

• The Engineer reserves the right to suspend construction activities to bring dust under control.

Ocala International Airport Page 22

10. HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT

The Contractor’s SPCD shall addresses the management of hazardous and non-hazardous waste in accordance FAA AC 150/5320-15A, Management of Airport Industrial Waste. The management plan shall address such issues as fuel deliveries, spill recovery procedures, availability of Material Safety Data Sheets (MSDS), and other considerations.

Other HAZMAT requirements:

• All construction vehicles shall be fueled only in the Staging Area.

• Any vehicles transporting fuel or potentially harmful substances shall be equipped with a spill control plan and required decontamination equipment as required by Federal, State and local regulations.

• The Contractor will immediately notify the Airport Manager by phone of all spills, regardless of quantity spilled.

11. NOTIFICATION OF CONSTRUCTION ACTIVITIES

Contact List and Emergency Notification

A list of Airport, Engineer, and Contractor personnel and emergency contacts is in Appendix A.

The primary contact for construction activities is the Resident Engineer. The contacts for the

Airport will be as assigned by Airport Management.

Construction Schedule

The Contractor shall be required to submit a construction schedule per the specifications (General

Provision 80-03) at least 10 days prior to the start of work.

Notification to FAA

Any construction project that affects navigable airspace, as defined in Part 77, must notify the

FAA. This includes construction equipment and proposed parking areas for this equipment on airports. FAA Form 7460-1, Notice of Proposed Construction or Alteration, can be used for this purpose. The Contractor must submit a plan to the Engineer showing where construction equipment reaching higher than 25 feet will be used and parked and stockpiles greater than 25 feet above ground level will be located. Should the Contractor want to stockpiled materials to exceed

25 feet tall, they will be required to submit Form 7640-1 electronically through the FAA’s

OE/AAA website to receive a determination letter and must be acceptable to the FAA PM prior to construction.

Cranes and other equipment taller than 25 feet (i.e. concrete pumpers, etc.) cannot be deployed without a Form 7460-1 approval determination letter. All equipment booms shall be lowered at the close of each day's work or when stored. If the height of the equipment exceeds 25 feet, a Form

7460-1 approval determination letter must be obtained. The Engineer, on behalf of the Airport, will submit a Form 7460-1 electronically for construction equipment with a maximum height of

25 feet tall.

Ocala International Airport Page 23

Notification to Pilots

The Notice to Air Missions (NOTAM) system provides essential information to personnel concerned with flight and airport operations. NOTAMs provide timely information on unanticipated or temporary changes to components of or hazards to the National Airspace System, which includes temporary closure of runways.

The construction of this project will require NOTAMs to be issued. A minimum of 72 hours written notice (weekends excluded) of requested closing any portion of the airfield and NAVAIDs shall be directed from the Contractor to the Airport. The Airport will issue all NOTAMs for the temporary closure of any portion of the airfield. The FAA will issue all NOTAMs for temporary

FAA-owned NAVAID service outages and Flight Procedures changes.

Notification to Airport Users

The Airport has been in contact with airport users and key stakeholders and will continue to keep them informed during construction. ARFF will be notified of any construction and any conditions that may adversely affect the operational safety of the airport.

12. INSPECTION REQUIREMENTS

FOD Inspections

The Contractor shall keep the project site and vehicles clean by employing a “clean as you go” approach during construction. The entire work area is to be inspected for FOD periodically throughout the workday and at the end of each day’s work.

Daily Inspections

• The Contractor, Airport Operations, and the Resident Engineer will conduct joint daily airfield inspections. All airfield-paved areas, safety areas, and airfield lighting will be inspected to ensure safe operations.

• Before leaving the site each day, the Contractor shall inspect all traffic control devices to ensure they are in the proper location and good working order. The Contractor should complete the daily safety checklist found in Appendix D of FAA Advisory Circular

150/5370-2G. The Contractor shall provide an emergency contact for maintenance of traffic control devices after work hours.

Work Area Reopening Inspections

As soon as the work in a phase is completed, the area shall be cleaned and made available for inspection. Pavements must be free of all dirt, sand, gravel, wire bristles or any other objects that could cause damage to aircraft engines. All soil areas must be free of dirt clods, ruts, or surface irregularities that could damage an aircraft should it leave the pavement. All airfield lighting and appropriate NAVAIDs shall be in good working order.

Prior to re-opening work areas and pavements to aircraft operations, the Contractor shall coordinate a joint inspection with Airport Operations and the Resident Engineer. Upon acceptance by Airport Operations and the Resident Engineer shall be re-opened.

Ocala International Airport Page 24

Final Inspection

Coordinate with Airport Operations and the Resident Engineer the final inspection to determine if the work within a given phase is substantially complete to re-open and generate the punch list.

13. UNDERGROUND UTILITIES

Locations of utilities and underground cables shown are based on record documents and field survey. The accuracy of the utility locations is not guaranteed, nor warranted to be complete.

Prior to commencement of any excavation, the Contractor shall verify utility locations. The

Contractor will contact Dig Safe to delineate all utilities (even if all construction is “Airside”) a minimum of seven (7) days prior to any excavation work. The Contractor’s UDig NC # for the project is: ______________________________________ (to be filled in upon start of work).

The Contractor will coordinate all work on and in the vicinity of the underground utilities and cables with the Resident Engineer and Airport Operations.

Should the Contractor damage any underground utilities, the Contractor will suspend all construction activity and notify the Resident Engineer, who will in turn notify Airport Operations.

The Contractor shall then repair or replace the underground utility immediately prior to continuing any other work at his or her expense to the satisfaction of the Resident Engineer.

14. PENALTIES

The penalty for non-compliance with the Airport’s driving rules, regulations and/or safety plans may be suspension of driving privileges and/or suspension of all airport access.

During working hours, the Contractor is responsible for controlling access to the work area and ensuring that the security of all construction gates is maintained at all times. The FAA can impose fines of $10,000 or more for security violations of the AOA.

The Contractor shall pay all fines assessed against the Airport due to violations caused by the

Contractor and his/her personnel, subcontractors, and vendors.

The airport has a zero-tolerance approach to FOD, and the Contractor may be subject to fines from the Airport, FAA, or other agencies for failure to properly manage FOD during construction.

15. SPECIAL CONDITIONS

Aircraft in Distress

Airport Operations, the Resident Engineer, and/or the Contractor Superintendent will immediately clear all construction personnel of all runways and approach areas upon monitoring a distress call

Ocala International Airport Page 25 on the CTAF/UNICOM frequency.

Aircraft Accident

All construction personnel will immediately vacate airport property and remain off until cleared by the Airport. If an accident involves the Contractor, emergency authorities, the Airport shall be contacted and all construction personnel not involved in the accident will immediately vacate airport property and remain off until cleared by the Airport.

Runway Incursion

A runway incursion is an occurrence at an airport involving the incorrect presence of an aircraft, vehicle or person on the protected area of a surface designated for the landing and takeoff of aircraft. here are four categories of runway incursions:

• Category A is a serious incident in which a collision was narrowly avoided.

• Category B is an incident in which separation decreases and there is a significant potential for collision, which may result in a time critical corrective/evasive response to avoid a collision.

• Category C is an incident characterized by ample time and/or distance to avoid a collision.

• Category D is an incident that meets the definition of runway incursion, such as incorrect presence of a single vehicle/person/aircraft on the protected area of a surface designated for the landing and take-off of aircraft, but with no immediate safety consequences.

Incursions will be prevented by thorough training of ground vehicle operators; radio communication; coordination among all parties; and clearly marking the boundaries of construction operations established in this safety plan. In the event of a runway incursion, all construction personnel will immediately go to the Staging Area and remain until cleared to return to work by Airport Operations or Management. Construction related runway incursions will be subject to penalties as described in Section 14, Penalties.

Vehicle / Pedestrian Deviation (V/PD)

Airport Operations or Management may temporarily suspend construction in the event of a non-construction related V/PD.

Blasting Operations

Blasting will not be allowed on this project.

Non-aircraft Emergencies

In the event of an emergency requiring an immediate medical, fire, and/or police response the

Contractor shall call 911 and then Airport Operations.

16. RUNWAY AND TAXIWAY VISUAL AIDS

Runway Closures:

There will be no runway closures during the duration of the project.

Ocala International Airport Page 26

Temporary Taxiway Closures:

Closures are as noted in the above phase summary sections.

Runway Obstacle Free Zone (ROFZ):

The Contractor will delineate work areas that abut the Runway Object Free Zone, or other aircraft protection areas identified, with traffic cone/stake delineation or barricades, as indicated on Airside phasing plan, or other measures acceptable to Airport Operations or the Resident Engineer.

Taxiway Visual Aids:

The Contractor will be required to provide temporary “jumpers”, as required, to keep portions of a taxiway edge light system operational in order to bypass closed portions of a taxiway. Where temporary jumpers are impractical, the Contractor will cover edge lights with sections of PVC to prevent light emission.

Guidance signs on taxiways, which are to be closed for the entire phase duration, shall be covered or disconnected from its power supply. Guidance signs for taxiways and/or runways guidance signs for phases having a daily closure on consecutive days shall also be covered or disconnected from their power supply.

Temporary Pavement Markings:

Temporary pavement markings are not required for this project.

17. MARKINGS AND SIGNS FOR ACCESS ROUTES

The Contractor shall place lighted low-profile barricades, orange snow fence, flagging, or other approved devices adjacent to active aircraft areas to restrict construction traffic from entering areas open to aircraft. The Contractor shall provide additional markings or signs if the Resident Engineer or Airport Operations determines a potential safety issue needs to be addressed.

18. HAZARD MARKING AND LIGHTING

Construction low-profile barricades will be used to delineate all closed construction airfield movement areas from the active aircraft. Barricades shall be provided as shown in the Construction

Safety and Phasing Plan Details sheet in Appendix B. These devices will delineate closed taxi routes that are not available to air traffic and will ensure that the Contractor’s vehicles will not interfere with any airport operations. Barricades shall be weighted to protect against inadvertent movement from wind currents or prop/jet wash. These materials will be securely fastened to prevent FOD.

For night-time closures, low-profile barricades shall be used per the phasing details.

Barricades will be used, as required, to limit vehicle movement from active aircraft areas. The

Ocala International Airport Page 27

Contractor shall maintain all barricades as required and will have an “On-Call” person available for 24 hours/day, for emergency maintenance.

19. PROTECTION OF AREAS, ZONES, & SURFACES

Any construction-related Runway Incursion will require immediate suspension of all construction activity on the airport until a thorough investigation of the cause is completed. Any construction related delay costs will be the Contractor’s responsibility.

The Airport will remain open during the project. Construction equipment will not penetrate any approach or departure surface. See Section 11, Notification of Construction Activities, for 7460 case file information.

All Safety Areas (SAs), Object Free Areas (OFAs) and Obstacle Free Zones (OFZs) of open aviation pavement will be protected from construction activity using the temporary barricades described in Section 18, Hazard Marking & Lighting, and as depicted on Phasing Plans and in

Appendix B.

The existing perimeter fence is the Airport’s secure perimeter and must remain intact. Any relocation efforts required for the fence shall be planned to minimize the time the fence is removed.

While the fence is being removed and relocated the Contractor shall provide a watch to ensure there is no breach of the perimeter.

The Contractor will be responsible to instruct all workers and subcontractors on where travel is permitted on the Airport property. The Contractor will also instruct all subcontractors on the vehicle identification requirements as described in Section 7, Contractor Access.

Open trenches or excavations are not permitted within the safety area adjacent to active Runways or Taxiways. All trenching and excavation must be backfilled, covered by a heavy-duty road plate, or smoothly transitioned to existing grade before the Runway or Taxiway me be opened.

20. OTHER LIMITS ON CONSTRUCTION

Smoking is prohibited within the AOA.

The use of open flame welding or torches is prohibited unless fire safety precautions are provided, and Airport Operations has approved their use.

Night work procedures must be approved by Airport Operations and sufficient lighting must be provided to ensure a comparable degree of accuracy, workmanship, and conditions regarding safety as would be obtained in daylight. Nighttime construction shall comply with 2.21 of AC

150/5370-2G.

Ocala International Airport Page 28

21. AIRPORT WATCH PROGRAM

An “Airport Watch Program” will be established to visually remind all Airport employees, users, and tenants of their role in maintaining a safe and secure Airport. If you see something suspicious, report it to Airport Operations immediately. With the willing assistance of many watchful eyes and alert ears, the Airport will remain a safe and secure environment for all Airport users, employees, contractors, and the general public.

Ocala International Airport

APPENDIX A

KEY PERSONNEL CONTACT LIST

PAGE LEFT BLANK INTENTIONALLY

CSPP Appendix A – Key Personnel Contact List

KEY PERSONNEL CONTACT LIST

Emergency: (24-hour line) 911

Name Airport Director Airport

Office: (352) 629-8377 1770 SW 60TH Ave, Suite 600

Ocala, FL 34474

E‐Mail: mgrow@ocalafl.gov

Name FAA Airports Div. FAA Airports Airport Engineer Southern Region

Office: (407) 487-7237 Southern Region Cell: 901-322-8182 8427 South Park Circle, Suite 524

Fax: N/A Orlando, FL 32819

E‐mail: Jennifer.ganley@faa.gov

UNICOM Frequency: 119.25 MHz

Police Ocala Police Department Non Emergency: (352) 369-7000

Emergencies: 911

Fire/EMS Ocala Fire Rescue Station #4 Non Emergency: (352) 629-8513

Hospital AdventHealth Care Pavilion Heathbrook Non Emergency: (352) 401-8800 mailto:mgrow@ocalafl.gov

APPENDIX B

AIRSIDE CONSTRUCTION SAFETY AND PHASING

PLAN

R30

R34'

R30

R30'

R30

R32'

R32

R30'

R50

37' (T

YP.)

ET

ET

X X X

X

X

XXX

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

INSTALL PHASE 7 LOW PROFILE

BARRICADES (TYP.)

(INCIDENTAL TO ITEM M-200-1)

INSTALL PHASE 6 LOW PROFILE

BARRICADES (TYP.)

(INCIDENTAL TO ITEM M-200-1)

TW

Y

A

FUEL

FARM

T-HANGARS

T-HANGARS

T-HANGARS

T-HANGARS

BOX HANGAR

AIRPORT

ADMIN/BOX

HANGAR

BOX HANGAR

HANGARS HANGARS

SW

60TH

AVE

TA

XI

LA

N

E

TA

XI

LA

N

E

CONTRACTOR SHALL PROVIDE GATE GUARD TO BE STATIONED

AT ACCESS GATE #4A DURING WORKING HOURS AND GATE TO

BE LOCKED DURING NON-WORKING HOURS.

(INCIDENTAL TO ITEM M-200-1)

CONTRACTOR STAGING AREA FOR WORK

AREAS 1 TO 7

MAXIMUM STOCKPILE HEIGHT: 25'

CONTRACTOR SHALL PROVIDE VACUUM POWERED SWEEPER

AND DEDICATED OPERATOR DURING DURATION OF WORK.

(INCIDENTAL TO M-200-1)

CONTRACTOR SHALL COORDINATE WITH AIRPORT TO

ENSURE NO OBSTRUCTIONS ARE IN HAUL ROUTE

HAUL ROUTE (TYP.)

CONTRACTOR SHALL COORDINATE WITH

FBO AND AIRPORT FOR FUEL DELIVERIES.

(INCIDENTAL TO ITEM M-200-1)

100' ROW

50' 50'

ROW

ROW CENTER

LINE

AIRPORT PROPERTY

LINE

30.91' DRAWN

DESIGNED

CHECKED

SCALE

DATE

PROJECT

DRAWING TITLE

DRAWING NUMBER

OF

K:

\O

C

AL

A

IN

TE

R

N

AT

IO

N

AL

\T

-1

.1

O

C F

C O

N C

R

ET

E

PA

D S\

D R

AW

\D

R

AW

IN

G

S\

SH

EE

T

FI

LE

S\

3.

C

SP

P.

D W

G

A

1522 PENMAN ROAD; SUITE 14

JACKSONVILLE, FLORIDA 32250

2 3 4 5 6 7

1 2 3 4 5 6 7

STAMP

PROJECT MILESTONE

B

C

D

E

A

B

C

D

E

NO. DATE DESCRIPTION

REVISIONS

C

LI

EN

T:

PR

O

JE

C

T:

SCALE

0 50 100 150 FT

OVERALL CONSTRUCTION SAFETY AND PHASING PLAN

NOTES

1. ALL CONSTRUCTION PERSONNEL AND EQUIPMENT

SHALL REMAIN WITHIN ACTIVE WORK AREAS.

2. ALL VEHICLES FROM THE CONSTRUCTION WORK

AREAS SHALL BE CLEAR FROM FOREIGN OBJECT

DEBRIS (FOD) PRIOR TO ENTERING OR EXITING THE

OCALA INTERNATIONAL AIRPORT. CONTRACTOR SHALL

BE RESPONSIBLE FOR PROVIDING A VACUUM SWEEPER

WITH DEDICATED OPERATOR AT ALL TIMES.

3. ALL DUMP BODY VEHICLES SHALL HAVE RETRACTABLE

TARPS EQUIPPED FOR THE PURPOSE OF COVERING

THEIR LOAD IN AN EFFORT TO PREVENT FOD.

4. ACCESS TO THE AIRPORT WILL BE VIA THE EXISTING

GATE AS SHOWN ON THE PLANS. THE CONTRACTOR

SHALL STATION A CONTRACTOR SUPPLIED GATE

GUARD AT THE GATE DURING WORKING HOURS.

5. ALL CONTRACTOR ACCESS AND HAUL ROUTES SHALL

BE COORDINATED WITH THE AIRPORT PRIOR TO START

OF WORK.

6. ANY PAVEMENT OR OTHER STRUCTURE DAMAGED DUE

TO CONSTRUCTION SHALL BE REPLACED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE

OWNER.

7. ANY PAVEMENT MARKING DAMAGED OR OBSCURED

DUE TO HEAVY TRAFFIC SHALL BE REPLACED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE

OWNER.

8. STOCKPILE HEIGHTS SHALL NOT EXCEED 25'.

9. TYPICAL ALLOWABLE CONTRACTOR WORK HOURS ARE

SUNRISE TO SUNSET, AIRPORT OPERATIONS HAS THE

RIGHT TO DELAY THE START AND END OF WORK DUE

TO WEATHER OR AIRPORT EMERGENCIES.

10. PHASES 6 AND 7 ARE PROHIBITED FROM BEING

PERFORMED CONCURRENTLY

11. PHASE 8 MAY BE PERFORMED ANYTIME WITHIN THE 150

CALENDAR DAYS

12. CONTRACTOR SHALL PERIODICALLY SWEEP EXISTING

ON-SITE PAVED SURFACES AS WELL AS SW 60TH AVE

TO KEEP THOSE SURFACES IN A SUBSTANTIALLY

SEDIMENT-FREE CONDITION. SWEEPING SHALL BE

DONE ON A PERIODIC, AS-NEEDED BASIS THROUGHOUT

THE WORK WEEK AND AT MINIMUM AFTER EVERY RAIN

EVENT AND EVERY FRIDAY AFTERNOON PRIOR TO

CEASING WORK FOR THE WEEK. CONTRACTOR SHALL

PERFORM ADDITIONAL SWEEPING AS DIRECTED BY THE

RPR.

13. ALL MATERIALS, MACHINERY, AND VEHICLES SHALL BE

STORED ON-SITE IN AN ORDERLY ORGANIZED FASHION.

STOP

RSA

ROFA

TOFA

TSA

LEGEND

PROPERTY LINE

RIGHT OF WAY

CENTERLINE

RIGHT OF WAY

RUNWAY SAFETY AREA

RUNWAY OBJECT

FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT

FREE AREA

HAUL ROUTE

LOW PROFILE BARRICADE

VACUUM SWEEPER

STAGING AREA

WORK AREA

DESIGNATION

PHASE 1

PHASE 2

PHASE 3

PHASE 4

PHASE 5

PHASE 6

PHASE 7

PHASE 8

O C

AL

A

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T O

C

AL

A, F

LO

R

ID

A

CONSTRUCTION

SAFETY AND PHASING

PLAN - 1 OF 3

C O

N C

R

ET

E

PA

D S

AN

D

T -H

AN

G

AR

T

AX

IL

AN

E

R

EH

AB

IL

IT

AT

IO

N

1"=50'

CLH

RBO

CLH

19033.11

AUGUST 2026

CS-01

5 42

BID DOCUMENTS

CONTRACTOR CALENDAR TIME:

150 CONSECUTIVE CALENDAR DAYS

SCHEMATIC CONSTRUCTION SEQUENCING

IN CALENDAR DAYS

(N O

TI

C

E

TO

P R

O C

EE

D

0 10

PHASE 1

(14)

20 30 40 50 60 70 80

PHASE 2

(14)

90 100 110 120

CALENDAR DAYS

PHASE 3

(14)

PHASE 4

(14)

PHASE 5

(14)

PHASE 6

(50)

PHASE 7

(25)

PHASE 8

(5) SU

BS

TA

N

TI

AL

C

O M

PL

ET

IO

N

-1

C O

N

SE

C U

TI

VE

C

AL

EN

D

AR

D

AY

S

130 140 150

MATCHLINE (SEE SHEET CS-02)

R30' R55'

R50

R 60'

R40

R38'

R40

R40'

R50'

R50

ET

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

R O

FA

R

O

FA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TSA

TWY A3

LIGHTED WIND CONE

FBO/ BOX HANGAR

FBO CORPORATE HANGAR

T-HANGARS

T-HANGARS

T-HANGARS

T-HANGARS

TA

XI

LA

N

E

INSTALL LOW PROFILE

BAR…