ORL_BP-050_60Pct_CSPP.pdf

ORLANDO EXECUTIVE AIRPORT

CONSTRUCTION SAFETY AND PHASING PLAN

BP-050 ORL RUNWAY 7-25 REHABILITATION

& RELATED WORK

FAA AIP NO.: X-XX-XXXX-XXX-XXXX

FDOT FM NO.: XXXXXX-X-XX-XX

FEBRUARY 2025

60% SUBMITTAL

Documents Prepared and Submitted by:

AVCON, INC.

5555 E. Michigan Street, Suite 200

Orlando, Florida 32822

(407) 599-1122 www.avconinc.com

AVCON

CONSTRUCTION SAFETY AND PHASING PLAN (CSPP)

BP-050 ORL RUNWAY 7-25 REHABILITATION & RELATED WORK

ATTACHEMENT “A” – CONSTRUCTION SAFETY AND PHASING PLAN

TO ITEM C-103

CONSTRUCTION SAFETY

AND PHASING PLAN (CSPP)

FOR THE CONSTRUCTION OF

BP-050 ORL RUNWAY 7-25 REHABILITATION

& RELATED WORK

AT

ORLANDO, FLORIDA

FEBRUARY 2025

TABLE OF CONTENTS

1.0 PURPOSE

2.0 SCOPE OF PROJECT AND CSPP

3.0 PLAN REQUIREMENTS

3.1 Coordination

3.1.01 Pre-Construction Conference

3.1.02 Contractor Progress Meetings

3.1.03 Scope or Schedule Changes

3.1.04 FAA ATO Coordination

3.1.05 Pre-Paving Meeting

3.1.06 Payment

3.2 Phasing

3.2.01 Phase Elements (Work Areas)

3.2.02 Construction Work Phasing Requirements

3.3 Areas and Operations Affected by the Construction Activity

3.3.01 Identification of Affected Areas

3.3.02 Mitigation of Effects

3.4 Protection of Navigational Aids (NAVAIDS)

3.5 Contractor Access

3.5.01 Location of Stockpiled Construction Materials

3.5.02 Vehicle and Pedestrian Operations

3.5.03 Security

3.6 Wildlife Management

3.6.01 Trash

3.6.02 Standing Water

3.6.03 Tall Grass and Seeds

3.6.04 Poorly Maintained Fencing and Gates

3.6.05 Disruption of Existing Wildlife Habitat

3.7 Foreign Object Debris (FOD) Management

3.8 Hazardous Materials (HAZMAT) Management

3.9 Notification of Construction Activity

3.9.01 Maintenance of a List of Responsible Representatives/Point of Contact

3.9.02 Notices to Airman (NOTAM)

3.9.03 Emergency Notification Procedures

3.9.04 Accidents

3.9.05 Coordination with SAA FD Personnel

3.9.06 Notification to the FAA

3.10 Inspection Requirements

3.10.01 Daily Inspections

3.10.02 Inspecting Areas Re-Opened to Aircraft Traffic

3.10.03 Final Inspections

3.11 Underground Utilities

3.12 Penalties

3.13 Special Conditions

3.14 Runway and Taxiway Visual Aids

3.14.01 General

3.14.02 Markings

3.14.03 Lighting and Visual NAVAIDS

3.14.04 Signs

3.14.05 Maintenance of Airport Lighting

3.15 Marking and Signs for Access Routes

3.16 Hazard Markings and Lighting

3.16.01 Purpose

3.16.02 Equipment

3.17 Work Zone Lighting for Nighttime Construction

3.18 Protection of Airfield Areas

3.18.01 Runway Safety Area (RSA)

3.18.02 Runway Object Free Area (ROFA)

3.18.03 Taxiway Safety Area (TSA)

3.18.04 Taxiway Object Free Area (TOFA)

3.18.05 Obstacle Free Zone (OFZ)

3.18.06 Runway Approach/Department Surfaces

3.19 Other Limitations on Construction

3.19.01 Prohibitions

3.19.02 Restrictions

1.0 PURPOSE

Aviation safety is the primary consideration at airports, especially during construction. The Owner’s Construction Safety and Phasing Plan (CSPP) and the contractor’s Safety Plan Compliance Certification (SPCC) are the primary tools to control 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 respective mitigation procedures for each hazard.

The CSPP sets forth benchmarks and requirements for the project to help maintain the highest levels of safety, security, and efficiency at the airport at the time of construction.

Requirements for this CSPP were developed from FAA Advisory Circular (AC) 150/5370-2 Operational Safety on Airports During Construction, latest edition.

The CSPP is a standalone document, written to correspond with the safety and security requirements set forth in the AC, the airport safety and security requirements, and local codes and requirements. The CSPP is to be used by all personnel involved in the project.

The CSPP covers the actions of not only the construction personnel and equipment but also the action of inspection personnel and airport staff.

This document has been developed in order 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. Further, the Contractor shall be required to submit a Safety Plan Compliance Document (SPCD) to the Airport describing how the Contractor will comply with the requirements set forth in this CSPP, and the requirements set forth in AC 150/5370-2. The SPCD must be submitted to the Airport for approval prior to the issuance of the Notice to Proceed (NTP).

In the event the Contractor’s activities are found in non-compliance with the provisions of the CSPP or SPCD, the Owner’s Representative will direct the Contractor, in writing, to immediately cease those operations in violation. In addition, a safety meeting will be conducted for the purpose of reviewing those provisions in the CSPP/SPCD that were violated. The Contractor will not be allowed to resume any construction operations until conclusion of the safety meeting and all corrective actions have been implemented. Project shutdown(s) due to Safety concerns/violation of the CSPP/SPCD shall not alleviate the Contractor from liquidated damages (LDs), if applicable.

2.0 SCOPE OF PROJECT AND CSPP

The proposed project generally includes the 6,004’ long rehabilitation of the Runway 7-25 pavement, rehabilitation of the runway -runway intersection with Runway 13-31 to the runway object-free area (ROFA) of Runway 7-25, demolition of excess pavement at Taxiway E (geometry correction) on the north side of Runway 7-25, new airfield lighting systems including replacing Runway 7’s 2 Box Precision Approach Path Indicator (PAPI) and Runway 25 Runway End Identifier Lights (REIL), airfield lighting upgrades including runway edge lights and airfield guidance signs, replacement of airfield lighting constant current regulators as needed, and inspection of the existing drainage culverts within the project area for determination of the appropriate maintenance repairs.

Safety, maintaining aircraft operations, and construction costs are all interrelated. Since safety must not be compromised, the Owner must strike a balance between maintaining aircraft operations and construction costs. This balance will vary widely depending on the operational needs and resources of the airport and will require early coordination with airport users and the FAA. As the project design progresses, the necessary construction locations, activities and associated costs will be identified. As they are identified, their impact to airport operations must be assessed. Adjustments are made to the proposed construction activities, often by phasing the project and/or to airport operations in order to maintain operational safety. This planning effort will ultimately result in a project CSPP. The development of the CSPP takes place through the following five steps:

1. Identify Affected Areas

2. Describe Current Operations

3. Allow for Temporary Changes to Operations

4. Take Required Measures to Revise Operations

5. Manage Safety Risk

3.0 PLAN REQUIREMENTS.

3.1 COORDINATION. The following items shall be coordinated as required:

3.1.01 Pre-construction Conference. A pre-construction meeting will be conducted to discuss contract requirements, operational safety, testing, quality control, quality acceptance, security, safety, labor requirements, environmental factors, and other issues. All parties affected by the construction will be asked to attend including, but not limited to the Owner, ATCT Personnel, Tenants, Contractor, Subcontractors, Resident Project Representative (RPR)/ Owner’s Authorized Representative (OAR) and Engineer.

At the pre-construction meeting, the Contractor shall submit a plan of operation and schedule of work to the Engineer for review and approval. The Contractor’s plan of operation shall indicate, in detail, the amount of construction planned, and the number of shifts and/or overtime operations proposed for the project. The schedule of work shall clearly indicate the sequence of work to be performed. The Contractor shall conform, at all times, to the requirements of these provisions and with current safety practices, rules, regulations and security requirements of the Owner. To the extent practicable, the pre-construction meeting will be held prior to issuance of a Notice to Proceed.

3.1.02 Contractor Progress Meetings. A minimum of one progress meeting to discuss scheduling and coordination shall be held each week unless otherwise directed by the Owner, throughout the duration of the Contract, between the Owner, Contractor, RPR/OAR, Engineer, Airport Operations, FAA Air Traffic Control Tower (ATCT) and any other interested parties at a time and place to be designated by the Engineer.

These meetings shall include a detailed discussion of construction phasing and safety with regard to the Contractor’s compliance with the requirements stipulated in the Contract Documents, including but not limited to the following:

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

• Impacts to Airport Operations.

• Notice to Airmen (NOTAM’s) to be issued.

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

• Review of any changes in scope.

In attendance at these meetings shall be a Contractor's representative with the authority to make decisions concerning the scheduling and coordination of work and field safety, including stopping work due to non-compliance with Contractors Company and Project CSPP/SPCD Safety procedures. Progress meetings shall be facilitated by the Engineer. Operational safety shall be a standing agenda item during progress meetings throughout the construction project.

3.1.03 Scope or Schedule Changes. Changes in the Scope of Work or Project Schedule shall be governed by Section 40 and Section 80 of the Contract Documents.

Any proposed change that results in a deviation from the established CSPP as expressed by the Contract Documents must be submitted to the FAA and Owner for review and approval. FAA review and approval can be expected to take a minimum of ninety (90) business days.

3.1.04 FAA ATO Coordination. Early coordination with Federal Aviation Administration (FAA) Air Traffic Organization (ATO) is required to schedule airway facility shutdowns and restarts. Relocation or adjustments to NAVAIDs, or changes to final grades in critical areas, may require an FAA flight inspection prior to restarting the facility. Flight inspections shall be coordinated and scheduled well in advance of the intended facility restart. Flight inspections shall be as required by technical specifications or special provisions.

3.1.05 Pre-Paving Meeting. If paving is included in this project, a pre-paving meeting will be held to discuss the status of preliminary submittals, the Engineer’s inspection of the plant and laboratory, test section requirements, paving plan requirements, and production requirements. and/or during each full weekend closure. At a minimum, this detailed paving plan shall include lane widths, sequencing, and day-to-day transitions between paving nights.

3.1.06 Payment. The cost of complying with the requirements of this section, including but not limited to scheduling; providing flag people; construction, maintenance and removal of temporary access roads and staging areas; providing, placing, relocating, maintaining and removing temporary barricades; protection of aircraft and vehicular traffic; installation, maintenance and removal of temporary airfield markings;

maintenance of airport lighting circuits; cleaning of paved surfaces; restoration of surfaces disturbed as a result of the Contractor's operations; providing, maintaining, and removing warning signs, hazard markings, barricades, lights, or lighted closed runway markers; providing, maintaining, and removing temporary drainage; providing, maintaining, and removing temporary access gates; providing padlocks for access gates; and all security requirements shall be included under Pay Item GP-80, Construction Safety and Phasing Plan.

3.2 PHASING

3.2.01 Phase Elements (Work Areas).

Phase Descriptions: The work shall be completed in four (4) phases/work areas under nightly airfield closures (Work Area 1X) and/or during full weekend airport closures (Work Area 2X), where X is Work Area A, B, C or D, as defined below. The Project is anticipated to be completed over a period of 290 consecutive calendar days, with 120 Calendar Days for Mobilization (Phase 1), 110 Calendar Days of paving, electrical installation and temporary marking installation (Phase 2) and 60 days of runway grooving and final markings installation. Work is anticipated to receive a Notice to Proceed (NTP) in 2025, and the full scope of work, described below, will be completed within the following four phases/work areas.

Phase 2: Runway Mill and Overlay and Airfield Electrical Work

Work Area Descriptions: The work of the project has been divided into four (4) work areas to coordinate construction in a way that will minimize interference with Airport operations.

Work Area “A”: This Work Area extends from the Runway 7 Blast Pad 1,274’ west towards the western RSA line of Runway 13-31. This Work Area includes the following Project elements:

• Mill and Overlay Runway 7-25

• Re-install Pavement Markings (temporary markings shall be installed prior to re-opening the runway after mill and overlay and final markings installed 30 days later)

• Clean and televise Drainage Pipe under Runway 7

• Install new LED high-intensity runway edge/threshold lights, new counterpoise and grounding systems, new airfield guidance signs, airfield electrical duct bank and homerun installations.

Access to Work Area A shall be from Lake Underhill Rd to Andes Avenue to ORL Tower Rd on the southeast corner of the airfield via an existing airport cantilever slide gate and existing access road as shown on the Construction Haul Route and Staging Plan drawings. At no time shall the Contractor be permitted access onto Runway 7-25, Runway 13-31 or any airfield Taxiway, or outside of any work area with any construction equipment or Contractor vehicles unless otherwise permitted by the RPR/OAR, Engineer, or Owner.

Work Area A will have the same limits regardless of whether the work is conducted under a 30 Consecutive Calendar Day nightly airfield closures (Work Area 1A) or during one (1) full weekend airport closure (Work Area 2A).

Work Area “B”: This Work Area is the area within the runway-runway intersection of Runway 7-25 and Runway 13-31, extending 530’ to the east from the western limits of Work Area A to the eastern TOFA line of Taxiway E (east-west). The north-south limits extend from the center of the runway-runway intersection to the Runway 13-3-1 ROFA. This Work Area includes the following Project elements:

• Mill and Overlay Runway 7-25 and Runway 13-31

• Mill and Overlay pavement transition onto Taxiway E and

Taxiway A6

• Full-depth demolition of excess pavement along Runway 7-25/Runway 13-31 intersection and Taxiway E to the Phase limits on the north side of Runway 7-25

• Re-install Pavement Markings (temporary markings shall be installed prior to re-opening the runway after mill and overlay and final markings installed 30 days later)

• Install new LED high-intensity runway edge lights, new LED medium-intensity taxiway edge lights, new counterpoise and grounding systems, new airfield guidance signs, airfield electrical duct bank and homerun installations.

Access to Work Area B shall be the same as Work Area A. At no time shall the Contractor be permitted access onto Runway 7-25, Runway 13-31 or any airfield Taxiway, or outside of any work area with any construction equipment or Contractor vehicles unless otherwise permitted by the RPR/OAR, Engineer, or Owner.

Sub-Work Area “1B-1”: This is a nightly closure option and shall be completed in 5

Consecutive Calendar Day nightly airfield closures. It is the area centered on the runway-runway intersection of Runway 7-25 and Runway 13-31. Its north-south dimension is approximately one-third of the width of Runway 13-31’s 800’ wide ROFA or 267’. In the east-west direction, it is 248’ wide.

Sub-Work Area “1B-2”: This is a nightly closure option and shall be completed in 5

Consecutive Calendar Day nightly airfield closures. It is an area the exact size of and located just north of Work Area 1B-1 within the ROFA of Runway 13-31.

Sub-Work Area “1B-3”: This is a nightly closure option and shall be completed in 5

Consecutive Calendar Day nightly airfield closures. . It is an area the exact size of and located just south of Work Area 1B-1 within the ROFA of Runway 13-31.

Sub-Work Area “1B-4”: This is a nightly closure option and shall be completed in 20

Consecutive Calendar Day nightly airfield closures. . It is the area east of Work Area 1B-1, Work Area 1B-2, and Work Area 1B-3.

Its north-south dimension is the width of Runway 13-31’s ROFA or 800’. In the east-west direction, it is 282’ wide.

Work Area “2B”: This is a full weekend airport closure option and will be completed during one (1) full weekend airport closure. It is the full Work Area B limits as described above under Work Area “B”.

Work Area “C”: This Work Area includes Runway 7-25 pavement east of Work

Area B, approximately 4,200’ long, and further extends to the eastern RSA limits of Runway 7-25 to include airfield electrical work. The north-south limit of this Phase is the RSA of Runway 7-

25. This Work Area includes the following Project elements:

• Mill and Overlay Runway 7-25

• Mill and Overlay pavement transition onto Taxiway A6, Taxiway A5, Taxiway A4, Taxiway A3, Taxiway A2, and Taxiway A1

• Full-depth demolition of excess pavement along the northside of Runway 7-25 between Taxiway E and Taxiway A6

• Re-install Pavement Markings (temporary markings shall be installed prior to re-opening the runway after mill and overlay and final markings installed 30 days later)

• Install new LED high-intensity runway edge lights, new LED medium-intensity taxiway edge lights, new counterpoise and grounding systems, new airfield guidance signs, airfield electrical duct bank and homerun installations.

Access to Work Area C shall be the same as Work Area A. At no time shall the Contractor be permitted access onto Runway 7-25, Runway 13-31 or any airfield Taxiway, or outside of any work area with any construction equipment or Contractor vehicles unless otherwise permitted by the RPR/OAR, Engineer, or Owner.

Sub-Work Area “1C”: This is a nightly closure option and shall be completed in 45 Consecutive Calendar Day nightly airfield closures. It is the full Work Area C limits as described above under Work Area “C”.

Sub-Work Area “2C-1”: This is a full weekend airport closure option and will be completed during one (1) full weekend airport closure. This Work Area includes the initial 2,017’ portion of Runway 7-25 in Work Area “C” just east of Work Area “B”.

Sub-Work Area “2C-2”: This is a full weekend airport closure option and will be completed during one (1) full weekend airport closure. This Work Area includes the remaining 2,183’ portion of Runway 7-25 in Work Area “C” just east of Work Area “2C-1” including airfield electrical work in RSA east of the runway pavement.

Work Area “1D”: Includes all the electrical scope items in other Work Areas as described above, replacing homerun cables/conduits back to the vault and replacing the Constant Current Regulators (CCRs) for the Runway 7-25 and Runway 7 PAPI circuits.

Work Area Concurrency: Work Areas 1A, 1B-1, 1B-2, 1B-3,1B-4, 1C, and D may be completed in any sequence as deemed appropriate by the Contractor. Work Areas 1A and 1C may be concurrent at the discretion of the Contractor. Work Area 1B-1 shall not be performed concurrent with other Work Area unless approved by the Owner and Engineer.

Work Area D shall be concurrent with all Work Areas.

Phase 3: Runway Saw Cut Grooving and Pavement Marking

Operations

Work Areas “A”, “B” &”C”: Includes all necessary runway saw cut grooving operations on Runway 7-25 and Runway 13-31 in Work Areas “A”, Work Area “B” and Work Area “C”.

In addition, this Phase includes the installation of final pavement marking operations on Runway 7-25, Runway 13-31, Taxiway E, Taxiway A6, Taxiway A5, Taxiway A4, Taxiway A3, Taxiway A2, and Taxiway A in Work Areas “A”, Work Area “B” and Work Area “C”.

This work shall be completed either as a full weekend airport closure option or a nightly closure option and shall be completed during four (4) full weekend airport closures or in 60 Consecutive Calendar Day nightly airfield closures, respectively.

3.2.02 Construction Work Phasing Requirements. The Contractor shall obtain approval from the Engineer prior to beginning any work in all areas of the airport. No active runway or taxiway shall be crossed, entered, or obstructed at any time. The Contractor shall plan and coordinate their work in such a manner as to ensure safety and a minimum of hindrance to airport operations. All Contractor equipment and material stockpiles shall be stored at locations determined during construction or as show on the Construction Safety and Phasing Plan Drawings (Appendix 1). No equipment will be allowed to park within the approach area or RPZ of an active runway at any time.

During the work under this Contract, the Owner will make such arrangements to coordinate aircraft movements and Airport operations as necessary to conform to the construction procedures as outlined below and as shown on the Contract Drawings. The Contractor shall give adequate notice to the RPR/OAR/Engineer, to afford time to coordinate construction with the Owner. No work shall proceed in any area without prior approval.

The Contractor shall always confine construction operations to the construction work area and designated haul routes. Contractor personnel, equipment, stored materials, subcontractors, and suppliers will not be allowed in any other area within the Air Operations Area and within the Airport boundaries without prior approval of the Owner, RPR/OAR or Engineer.

The RPR/OAR will perform a visual site assessment before the Contractor proceeds into a new work area. The Contractor shall be held responsible for all repairs and cleanup costs incurred as a result of the Contractor’s construction operations. Restoration shall be the complete return of all work areas to the original conditions.

Temporary cables in grass areas shall be marked with barricades.

Prior to the start of construction operations, the Contractor shall perform the following:

• Coordinate issuing Notices to Airmen (NOTAM) with the Owner, RPR/OAR and Engineer for the construction activities and closures as applicable per phase and/or work area at least 72 hours in advance of the work.

• Place barricades as indicated on the Construction Safety and Phasing Plan drawing as applicable per phase and work area.

• Place lighted closed runway markers as applicable per phase and work area.

• Install temporary jumpers as required to maintain active airfield lighting circuits as applicable per phase and work area.

• Deactivate and appropriately lockout/tag out airfield circuits as applicable.

• Cover directional signs or lights as applicable per phase and work area.

At the conclusion of construction operations, the Contractor shall perform the following:

• Test and activate airfield lighting circuits.

• Remove barricades, temporary jumpers, and lighted closed runway markers, as indicated on the construction safety and phasing plan drawings.

• Clean all paved surfaces.

• Ensure restored turf areas are protected from jet blast or prop wash.

• Coordinate cancellation of the NOTAMs with the Owner and Engineer.

• Uncover directional signs or lights.

Phase I:

The total contract time allotted for Phase I of the construction of this project shall be 120 consecutive calendar days. This time is allotted to allow the Contractor to submit all shop drawings for review and approval by the Engineer and procure long lead items like light cans and signs.

Phase II:

The total contract time allotted for Phase II of the construction of this project shall be 110 consecutive calendar days.

Work Area “A”: During the work in this work area, Runway 7-25 will be closed. The

Contractor shall access the work area from Lake Underhill Rd to Andes Avenue to ORL Tower Rd on the southeast corner of the airfield via an existing airport cantilever slide gate as shown on the Construction Haul Route and Staging Plan drawings. The Contractor’s staging and stockpiling area shall be inside the access gate, south of Runway 7-25 and east of the ATCT as shown on the Construction Safety and Phasing Plan drawings for this work area. Stockpiled materials shall be located in the specified staging area unless specified or directed otherwise by the Owner and Engineer. Working hours for this work area shall be Monday through Friday, 8:00 PM – 6:00AM (Work Area “1A”) or during a full weekend closure starting at 8 pm Friday night to 6 am the following Monday morning (Work Area “2A”). It is the contractor’s responsibility to re-open all affected Runways and Taxiways after each work period.

At the start of work in Work Area “A,” the Contractor shall perform the following:

• Verify with the Owner that a NOTAM has been issued for the full closure of Taxiway A1, A2, A3, A4, A5, A6, A7, A8, and Runway 7-25 between the hours of 8:00PM - 6:00AM or for the weekend.

• Place temporary barricades across Taxiway A (east of the East Apron east entrance), A3, A4, A5, A6, A7, A8, and Runway 7-25 west of the Runway 13-31 RSA and along the eastern Taxiway E TOFA as shown on the Construction Safety and Phasing Plan drawings.

• Install temporary jumper cables as necessary on the Taxiway A lighting and signage circuit to maintain the portion of Taxiway A lighting and signage outside of the work area.

• Cover and uncover directional signs as appropriate to the closed portions of taxiways and runway each night.

Work Area “A” is limited to 30 consecutive Calendar Days (Work Area “1A”) or one weekend closure (Work Area “2A”).

Work Area “B”: During the work in this work area, Runway 7-25 and Runway 13-31 will be closed (i.e., the entire airport will be closed). The Contractor shall access the work area from Lake Underhill Rd to Andes Avenue to ORL Tower Rd on the southeast corner of the airfield via an existing airport cantilever slide gate as shown on the Construction Haul Route and Staging Plan drawings. The Contractor’s staging and stockpiling area shall be inside the access gate, south of Runway 7-25 and east of the ATCT as shown on the Construction Safety and Phasing Plan drawings for this work area. Stockpiled materials shall be located in the specified staging area unless specified or directed otherwise by the Owner and Engineer. Working hours for this work area shall be Monday through Friday, 8:00 PM – 6:00AM (Work Area “1B-1”, “1B-2”, “1B-3” and “1B-4”) or during a full weekend closure starting at 8 pm Friday night to 6 am the following Monday morning (Work Area “2B”). It is the contractor’s responsibility to re-open all affected Runways and Taxiways after each work period.

At the start of work in Work Area “B,” the Contractor shall perform the

• For work in Work Areas “1B-1”, “1B-2”, and “1B-3 or “2B,” verify with the Owner that a NOTAM has been issued for the full closure of airport between the hours of 8:00PM - 6:00AM or for the weekend.

• Place temporary barricades across all entrances to all aprons and all runway ends.

• For work in Work Areas “1B-4,” verify with the Owner that a NOTAM has been issued for the full closure of Taxiway A1, A2, A3, A4, A5, A6, A7, A8, and Runway 7-25 between the hours of

8:00PM - 6:00AM.

• Place temporary barricades across Taxiway A (east of the East Apron east entrance), A3, A4, A6, A7, A8, on Runway 13-31’s RSA across Runway 7-25, on Taxiway A5’s TOFA across Runway 7-25 and across Taxiway E along the TOFA for Taxiway A and A5 as shown on the Construction Safety and Phasing Plan drawings

• Install temporary jumper cables as necessary on the Taxiway A and E lighting and signage circuit to maintain the portion of Taxiway A lighting and signage outside of the work area.

• Cover and uncover directional signs as appropriate to the closed portions of taxiways and runway each night or de-energize the circuits for the weekend.

Work Area “B” is limited to 45 consecutive Calendar Days (5 Days for Work Area “1B-1”, “1B-2” and “1B-1” each and 20 Days for “1B- 4”) or one-weekend closure (Work Area “2B”).

Work Area “C”: During the work in this work area, Runway 7-25 will be closed. The

Contractor shall access the work area from Lake Underhill Rd to Andes Avenue to ORL Tower Rd on the southeast corner of the airfield via an existing airport cantilever slide gate as shown on the Construction Haul Route and Staging Plan drawings. The Contractor’s staging and stockpiling area shall be inside the access gate, south of Runway 7-25 and east of the ATCT as shown on the Construction Safety and Phasing Plan drawings for this work area. Stockpiled materials shall be located in the specified staging area unless specified or directed otherwise by the Owner and Engineer. Working hours for this work area shall be Monday through Friday, 8:00 PM – 6:00AM (Work Area “1C”) or during a full weekend closure starting at 8 pm Friday night to 6 am the following Monday morning (Work Area “2C-1” and “2C-2”). It is the contractor’s responsibility to re-open all affected Runways and Taxiways after each work period.

At the start of work in Work Area “C,” the Contractor shall perform the

• Verify with the Owner that a NOTAM has been issued for the full closure of Taxiway A1, A2, A3, A4, A5, A6, A7, A8, and Runway 7-25 between the hours of 8:00PM - 6:00AM or for the weekend.

• Place temporary barricades across Taxiway A (east of the East Apron east entrance), A3, A4, A5, A6, A7, A8, and Runway 7-25 west of the Runway 13-31 RSA and along the eastern Taxiway E TOFA as shown on the Construction Safety and Phasing Plan drawings.

• Install temporary jumper cables as necessary on the Taxiway A lighting and signage circuit to maintain the portion of Taxiway A lighting and signage outside of the work area.

Work Area “C” is limited to 45 consecutive Calendar Days (Work Area “1C”) or two weekend closure (Work Area “2C-1” and “2C-2”).

Work Area “1D”: During the work in this work area no airfield pavements shall be closed.

All electrical circuit/conduit replacement/installation (and vault) work will be conducted on a pull-back basis. The Contractor shall access the work area from East Colonial Dr to Rickenbacker Dr on the northside of the airfield via an existing airport cantilever slide gate as shown on the Construction Haul Route and Staging Plan drawings. The Contractor’s staging and stockpiling area shall be inside the access gate, north of Taxiway B as shown on the Construction Safety and Phasing Plan drawings for this work area. Stockpiled materials shall be located in the specified staging area unless specified or directed otherwise by the Owner and Engineer. Working hours for this work area shall be Monday through Friday, 8:00 PM – 6:00AM or during a full weekend closure starting at 8 pm Friday night to 6 am the following Monday morning (Work Area “D”). The Contractor should note that the weekend closure is primarily provided to facilitate asphalt mill and overlay work. While performing electrical work is not prohibited during the weekends, the Owner reserves the right to refuse closing the Airport on a weekend if only electrical work can be conducted, say for example due to mill/paver/batch plant mechanical issues. It is the contractor’s responsibility to re-open all affected Runways and Taxiways after each work period.

At the start of work in Work Area “D,” the Contractor shall perform the

• Notify the Owner of vault work

• Coordinate airfield pull back operations with the RPR/OAR and

Airport Operations

Work Area “1D” is limited to 110 consecutive Calendar Days (Work Area “1D”) and shall run concurrently with all other Work Area time.

Phase III:

The total contract time allotted for Phase III of the construction of this project shall be 60 consecutive calendar days.

Work Areas: Includes all necessary runway saw cut grooving operations on Runway 7-25 and Runway 13-31 in Work Areas “A”, Work Area “B” and Work Area “C”.

In addition, this Phase includes the installation of final pavement marking operations on Runway 7-25, Runway 13-31, Taxiway E, Taxiway A6, Taxiway A5, Taxiway A4, Taxiway A3, Taxiway A2, and Taxiway A in Work Areas “A”, Work Area “B” and Work Area “C”.

During the work in these work areas, Runway 7-25 and Runway 13-31 will be closed. The Contractor shall access the work area from Lake Underhill Rd to Andes Avenue to ORL Tower Rd on the southeast corner of the airfield via an existing airport cantilever slide gate as shown on the Construction Haul Route and Staging Plan drawings. The Contractor’s staging and stockpiling area shall be inside the access gate, south of Runway 7-25 and east of the ATCT as shown on the Construction Safety and Phasing Plan drawings for this work area. Stockpiled materials shall be located in the specified staging area unless specified or directed otherwise by the Owner and Engineer. Working hours for this work area shall be Monday through Friday, 8:00 PM – 6:00AM or during a full weekend closure starting at 8 pm Friday night to 6 am the following Monday morning (Work Areas “A”, “B” and “C” as outlined above).

It is the contractor’s responsibility to re-open all affected Runways and Taxiways after each work period.

At the start of work in Work Area “A,” the Contractor shall perform the

• Verify with the Owner that a NOTAM has been issued for the Work Area to be accomplished as described above.

• Place temporary barricades for the Work Area to be accomplished as described above and as shown on the Construction Safety and Phasing Plan drawings.

Work in this Phase is limited to 60 consecutive Calendar Days or four weekend closure.

Hence, the total Contract Time shall be 290 Calendar Days.

3.3 AREAS AND OPERATIONS AFFECTED BY THE CONSTRUCTION ACTIVITY

Contractor, subcontractor, and supplier employees or any other unauthorized persons shall be restricted from entering an active airport operating area without previous permission from the Owner and the Air Traffic Control Tower.

In an emergency situation, the Owner, RPR/AOR or other designated airport representative may order the Contractor to suspend operations; move personnel, equipment, and materials to a safe location; and stand by until aircraft use is completed.

The Contractor shall cooperate with the airport users through the RPR/OAR, in coordination with airport operations, in scheduling the operations to provide adequate clearance for safe aircraft parking, fueling, maintenance, loading or unloading, maneuvering, taxiing operations, or other aircraft operations.

3.3.01 Identification of Affected Areas

The following is a summary of impacts to the Airport Operations Areas resulting from the proposed construction and work phasing:

Table 3.3A Construction Effect on Airport Operations

Project BP-050 ORL Runway 7-25 Rehabilitation & Related Work

Phase Phase II - Work Area “A”. (See Section 3.2 for description)

Operational Requirements Normal (Existing) Anticipated (During Construction)

Scope of Work

Includes the mill and overlay of Runway 7-25 (in its entirety) and Runway 13 (at its intersection with Runway 7-25 to the Runway 7-25 ROFA), demolition of excess pavement along the runway-runway intersection and Taxiway E, preparation and installation of new airfield electrical upgrades including new PAPI’s for Runway 7, new Runway 25 REILs, new LED high-intensity runway edge lights, new LED medium-intensity taxiway edge lights, new counterpoise and grounding systems, new airfield guidance signs, new airfield electrical duct bank installations, cable replacement back to the vault and new CCR for the Runway 7-25 and Runway 7 PAPI system.

RW 7 Average Aircraft Operations

Carrier: N/A | GA: X/day | Military: N/A Carrier: 0/day | GA: 0/day | Military:

0/day

RW 25 Average Aircraft Operations

Carrier: X | GA: X/day | Military: N/A Carrier: 0/day | GA: 0/day | Military:

0/day

Runway 7-25 ARC C/II Closed

RW 7 Approach Visibility Minimums

Lower than ¾ mile but not lower than ½ mile

Closed

RW 25 Approach Visibility Minimums

Lower than 1 mile but not lower than ¾ mile

Closed

Runway 7 Declared Distances

TORA: 6,004 ft Closed

TODA: 6,004 ft Closed

ASDA: 6,004 ft Closed

LDA: 5,704 ft Closed

TORA: 6,004 ft Closed

Runway 25 Declared Distances

TODA: 6,004 ft Closed

ASDA: 6,004 ft Closed

LDA: 6,004 ft Closed

RW 13 Average Aircraft Operations

Carrier: N/A | GA:X/day | Military:

0/day

Carrier: 0/day | GA: 0/day | Military:

0/day

RW 31 Average Aircraft Operations

Carrier: N/A | GA:X/day | Military:

X/day

Carrier: 0/day | GA: 0/day | Military:

0/day

Runway 13-31 ARC B/II/Visual B/II/Visual

RW 13 Approach Visibility Minimums

Visual Visual

RW 31 Approach Visibility Minimums

Visual Visual

Runway 13-31 Declared Distances

N/A

Taxiway A ADG II Partial Closure Taxiway B ADG II II Taxiway E ADG II II Taxiway F ADG II II Taxiway G ADG II II Taxiway K ADG II II

ATCT (hours open) 07:00 - 11:00 (local) 07:00 – 11:00 (local) ARFF Index No Index No Index Special Conditions N/A N/A

3.4 PROTECTION OF NAVIGATIONAL AIDS (NAVAIDS)

Before commencing construction activity, parking vehicles, or storing construction equipment and materials near a NAVAID, coordination with the appropriate FAA ATO to evaluate the effects of construction activity and the required distances and direction from the NAVAID is required.

No NAVAIDS throughout the duration of the project shall be out of commission except for that period of cutovers to newly installed replacements.

Protection of NAVAIDS will be in accordance with sections 3.2 Coordination, 3.10 Notification of Construction Activities, 3.12 Underground Utilities, and 3.15 Runway and Taxiway Visual Aids of this document.

3.5 CONTRACTOR ACCESS

This section of the CSPP details the areas to which the Contractor must have access, and how Contractor personnel will access those project work areas.

3.5.01 Location of Stockpiled Construction Materials. The Contractor shall store material and equipment and schedule their operations for work to be done so that no unauthorized interference to normal Airport operations will result. Construction operations shall not be conducted in a manner to cause interference with Airport Operations.

Stockpiled materials and equipment storage are not permitted within the Runway Safety Area/ Taxiway Safety Area (RSA/TSA), Obstacle Free Zone (OFZ) or Object Free Area (OFA) of an operational runway or taxiway. Stockpiled construction materials must be located inside the contractor staging areas as shown on the Construction Safety and Phasing Plan Drawings (Appendix 1) unless otherwise approved by the Engineer.

Stockpiled material shall be constrained in a manner to prevent movement resulting from either aircraft jet blast or wind conditions in excess of ten miles per hour. In addition, stockpiled material shall have silt fence located around the material to prevent Foreign Object Debris (FOD) from moving onto the airfield pavements or polluting watercourses. Stockpiled material may not exceed 25 feet in height.

Open trenches exceeding 3 inches in depth and 5 inches in width or stockpiled material are not permitted within the limits of safety areas of operational runways or taxiways. Stockpiled material shall not be permitted within the protected areas of the runways or allowed to penetrate any of the protected airspace.

Spoil and Disposal Areas: Spoil shall be disposed of offsite by the contractor unless otherwise shown or specified for Airport stockpile or repair of haul roads. No direct payment will be made for spoiling and disposal operations. The cost of spoiling material on site, or for spoiling material off-site, shall be considered incidental to this Contract and the costs shall be included in the various pay items involved.

Location of stockpiled construction materials shall be in accordance with sections 3.6 Wildlife Management, 3.7 Foreign Object Debris (FOD) and 3.17 Hazard Marking and Lighting of this document.

3.05.02 Vehicle and Pedestrian Operations. Vehicle and pedestrian access routes for airport construction projects must be controlled to prevent inadvertent or unauthorized entry of persons, vehicles, or animals onto the Air Operations Area

(AOA).

The airport Owner will coordinate requirements for vehicle operations with the affected airport tenants. Specific vehicle and pedestrian requirements for this project are as follows:

All construction vehicles and personnel shall be restricted to the immediate work areas specified by the contract for this project. These areas include the haul routes into the work area, the designated contractor staging area and any other required area under construction. Use of alternate haul routes or staging areas by the contractor shall not be permitted without prior notification and approval by the Owner’s Representative.

Construction Site Parking: The Contractor’s personal vehicle parking area shall be inside of the airport security fence as shown on the Construction Safety and Phasing Plan drawings (Appendix 1).

A staging area, as indicated on the Contract Drawings, will be provided where the Contractor may set up a field office and store equipment and materials. The Contractor shall make his own arrangements for and bear all costs of required utilities. The Contractor shall use and maintain the site in accordance with requirements of the Owner. Upon completion of work, the Contractor's staging area shall be removed, and the area cleaned and restored to original or better condition.

Construction Equipment Parking: The Contractor’s equipment storage area shall be in the contractor staging area as shown on the Construction Safety and Phasing Plan drawings (Appendix 1). The Contractor’s equipment and construction vehicles shall be restricted to the construction site or storage areas during construction and parked in the equipment storage area during non-working periods. Maximum allowable equipment height in the staging area shall be 25 feet. Maximum allowable equipment height in the work areas shall be 25 feet.

Contractor must service all construction vehicles within the limits of the project work area or the Contractor’s Staging Area. Parked construction vehicles must be outside the OFA and never in the safety area of an active runway or taxiway. Inactive equipment must not be parked on closed taxiways or runways. If it is necessary to leave specialized equipment on a closed taxiway or runway at night, the equipment must be well lighted. Employees shall also park construction vehicles outside the OFA when not in use by construction personnel (for example, overnight, on weekends, or during other periods when construction is not active). Parking areas must not obstruct the clear line of sight by the ATCT, as applicable, to any taxiways or runways under air traffic control nor obstruct any runway visual aids, signs, or navigation aids.

Access and Haul Roads: The Contractor shall clear, construct, and maintain haul routes as required for the execution of the work. The haul routes and access points shall only be in the locations approved by the Engineer/RPR/OAR and the Owner or as shown on the Construction Safety and Phasing Plan drawings (Appendix 1).

Access or haul routes used by contractor vehicles must be clearly marked to prevent inadvertent entry to areas open to airport operations. Construction traffic must remain on the designated haul routes, never straying from the approved paths. The Contractor shall fully describe the appropriate access routes to all their employees, subcontractors, and material delivery personnel.

The Contractor shall be responsible for maintaining existing haul routes. At the completion of the project, these areas shall be returned to their original lines and grades and shall be restored to a condition equal to or better than original. All non-paved areas that are disturbed by Contractor’s haul roads, staging area, etc., located outside of the seeding/sodding limits shown on the plans shall be re-seeded/re-sodded and restored to their original or better condition by the Contractor at no additional cost to the Owner.

The Contractor shall control and coordinate the material (supplies) that are hauled to and from work areas. Delivery of equipment and materials to the areas of work shall be by way of the access route shown on the Construction Safety and Phasing Plan drawings (Appendix 1) or designated by the Owner, RPR/OAR or Engineer.

The Contractor shall always maintain all haul routes and work areas in a dust free condition. The Contractor shall control dust from the construction operations by vacuum type sweeping, watering or other methods as approved by the Engineer or RPR/OAR. Contractor shall have equipment (in good operating condition) on site, at all times, to control dust. If the Contractor fails to comply with this requirement, construction will be suspended until a plan for controlling the dust is approved by the Engineer or RPR/OAR. Landside haul routes, boulevards and drives shall be kept clean by use of a vacuum sweeper on a daily basis as required. Application of water on dirt or gravel haul routes must be provided as often as necessary. Haul roads in any airport traffic areas must be especially monitored for dust and debris to prevent any potential Foreign Object Debris (FOD) situations.

The existing perimeter roads and access roads shall remain open and accessible for airport personnel at all times. Special attention must be given to ensure that if construction traffic is to share or cross any ORL Fire Department routes, that fire department vehicles right of way is not impeded at any time, and that construction traffic on haul roads do not interfere with NAVAIDs or approach surfaces of operational runways.

Portions of the project area(s) shall be bounded by the low-profile barricades identifying Contractor personnel and vehicle area operation limits. The locations of any barricaded project limits, haul routes, Contractor Staging Areas, and associated safety and security details are also provided graphically in the attached exhibits.

Marking and Lighting of Vehicles: When any vehicle or piece of equipment, other than one that has prior approval from the Owner, must operate on an airport, it shall be escorted and properly identified.

The Contractor shall limit access within the airport security fence to authorized vehicles. All authorized vehicles shall have a vehicle dashboard placard permit issued by the Owner or an identification sign on both sides of the vehicle containing the Contractor’s company name. Private vehicles of the Contractor’s personnel must be parked outside the airport security fence and will not be allowed within the airport security fence at any time.

All vehicles operating on the airport and in the general vicinity of the safety area or in aircraft movement areas must be marked with flashing yellow/amber beacons or orange and white flags during daylight hours. During hours of darkness or low visibility they shall be marked with at least flashing yellow/amber beacons.

Beacons and flags must be maintained to standards and in good working and operational condition. Beacons must be located on the uppermost part of the vehicle structure, visible from any direction, and flash 75 +/- 15 flashes per minute. Flags shall be 3’ by 3’ with alternating 1’ by 1’ international orange and white squares and shall be replaced by the contractor if they become faded, discolored, or ragged as determined by Airport Operations or the Owner’s Representative.

Further, all Contractor vehicles which are normally allowed into the Airport Security Fence (i.e. not delivery vehicles or visitors) shall have insurance as described in the Contract documents before being allowed into the Airport Security Fence. If this insurance expires, the vehicle shall not be allowed in the Airport Security Fence until the insurance is reinstated and proof is provided to the RPR/OAR.

Description of Proper Vehicle Operations: The Contractor shall be required to follow guidance on the additional identification and control of construction equipment per the Airport’s Security Plan. No Contractor vehicle or pedestrian crossing of active runways or taxiways will be allowed at any time during the work of this Contract, unless otherwise specified. No deviation from the pedestrian and vehicle routes to and from the Project Areas will be allowed unless specific permission has been granted by the Owner.

The ground movement of aircraft shall have the right-of-way at all times, and the Contractor’s vehicles and equipment shall always yield to aircraft.

Required Escorts: Escorts shall not be required.

All construction-related activity taking place within any airport defined movement area requires radio communication with the FAA control tower or UNICOM unless prior approval is obtained from Airport Operations. Spotters and/or flaggers having radio or telephone contact with the Airport or Tower may be used with the approval of the Engineer or RPR/OAR.

At no time shall active taxiways or taxi lanes be crossed by construction equipment without notification and proper approval/clearance from radio-trained gate guards/flaggers or Airport Operations.

Training Requirements for Vehicle Drivers: The Orlando Executive Airport does not require badging and but does require a driver training/safety course. It is the responsibility of the Contractor to ensure that all employees that are permitted to drive on the airfield have the correct training and competency to operate a vehicle on an active airfield and communicate with the ATCT personnel as needed. The Owner, RPR/OAR, Engineer, and ATCT personnel reserve the right to ban any and all personnel or employees from driving on the airfield, with or without cause.

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