ITB_ENG250564_Terminal_Apron_Rehabilitation_-_OCF_Ocala_International_Airport_-_Exhibit_I_-_Construction_Safety_and_Phasing_Plan_CSPP.pdf

CONSTRUCTION SAFETY AND PHASING PLAN (CSPP)

FOR

TERMINAL APRON REHABILITATION

AT

FAA AIP Project No. 3-12-0055-034-2024 FDOT FM No. 455217-1-94-01 (G3474)

FOR

CITY OF OCALA, FLORIDA

PREPARED BY:

5550 W. Idlewild Avenue, Suite 115 Tampa, Florida 33634

FL Certificate of Authorization No. 30862

MARCH 2025

Exhibit H - Construction Safety and Phasing Plan CONTRACT# ENG/250564

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TABLE OF CONTENTS

CONSTRUCTION SAFETY AND PHASING PLAN

For

TERMINAL APRON REHABILITATION

at

OCALA INTERNATIONAL AIRPORT

1. Introduction

2. Project Description

3. Coordination

4. Phasing

5. Areas and Operations Affected By Construction Activities

6. Protection of Navigation Aids (NAVAIDS)

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. Marking and Signs FOR ACCESS Routes

18. Hazard Marking and Lighting

19. Protection of Runway and Taxiway Safety Areas and Object Free Areas

20. Other Limitations on Construction

APPLICABLE DOCUMENTS INCORPORATED BY REFERENCE (https://www.faa.gov/):

FAA AC 150/5370-2G – Operational Safety on Airports During Construction

FAA AC 150/5210-5D – Painting, Marking, and Lighting of Vehicles used on Airports

FAA AC 150/5200-18D – Airport Safety Self Inspection

Plan Sheet G1.0 – Project Layout Plan Plan Sheet G1.1 to G1.3 – Construction Safety and Phasing Plans Plan Sheet G1.4 to G1.5 – Construction Safety and Phasing Notes and Details

Exhibit H - Construction Safety and Phasing Plan CONTRACT# ENG/250564

H-2 https://www.faa.gov/

CONSTRUCTION SAFETY AND PHASING PLAN

For

TERMINAL APRON REHABILITATION

At

OCALA INTERNATIONAL AIRPORT

1. INTRODUCTION

This Construction Safety and Phasing Plan (CSPP) has been prepared as a supplement to the contract documents for the Terminal Apron Rehabilitation project at the Ocala International Airport to set forth requirements for operational safety during the construction phase of the project. The contractor is required to become familiar with and follow the procedures set forth in this plan. In addition, the contractor must, after reviewing the CSPP and prior to receiving a Notice to Proceed (NTP), prepare a Safety Plan Compliance Document (SPCD) in accordance with FAA AC 150/5370-2G – Operational Safety on Airports During Construction, found at the link https://www.faa.gov/documentLibrary/media/Advisory_Circular/150-5370-2G.pdf, describing how the contractor will comply with the CSPP.

2. PROJECT DESCRIPTION

The construction operations intended for this project at the Ocala International Airport (OCF) are along Terminal Apron. The existing surface PCI is 52 (poor), with cracking, spalling, and rutting. The current pavement section consists of 7.75” of asphalt over 12” of limerock base, supported by 12” of clay-stabilized subgrade. Issues with rutting in the asphalt exist due to fatigue. The project includes two bid schedules and phases. Phase one construction involves the removal of existing tie-downs, milling the existing pavement to a depth of 8”, and replacing it with a 6” thick Asphalt Mix Pavement (P-403) and 2” of fuel-resistant asphalt mix (P-404) for the surface course. Additionally, two underground mini hatch pits will be installed, along with related conduit work. Phase two construction includes milling the existing asphalt in front of the terminal building to a depth of 2” and replacing it with 2” of FDOT Superpave SP12.5, as well as the installation of underground conduits for the hatch pit installed in phase one. The limits of the project area are shown in Appendix A, Sheets G1.0 and G1.1 – Project Layout Plan. The total project duration is 22 days. All work shall be performed during the day, except for the area in front of the terminal building, which shall be completed at night.

3. COORDINATION

a. Kickoff Meeting: Prior to starting work, a kickoff meeting will be held with the contractor, employees, and sub-contractors to review the important elements of safety and operations on an active airport.

b. Contractor Progress Meetings: Progress meetings shall be held on a weekly basis at the airport at which operational schedule will be discussed. Additional meetings will be held when requested by the Owner or the Contractor. The contractor’s project manager and site superintendent shall be present at a minimum. Representatives of subcontractors and the Engineer will be asked to attend when the contractor or Owner requests their attendance.

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c. Scope or Schedule Changes: Proposed scope and/or schedule changes will be discussed at each progress meeting along with their impact on the CSPP and the need to revise the CSPP.

d. FAA ATO Coordination: A representative of the FAA Air Traffic Control Tower (ATCT) will be invited to attend all progress meetings. The ATCT representative will be notified of all changes to schedule and upcoming NOTAMS.

4. PHASING

Contractor shall be permitted to phase the construction in a manner that suits them, provided the project progresses sequentially and control is maintained of forces by the site superintendent.

TABLE 1 – OPERATIONS EFFECTS

Project Ocala International Airport Terminal Apron Rehabilitation

Scope of Work Milling and Repaving

Description of Work See Construction Safety and Phasing Plans and Notes

Impact The airport will be open to all takeoff and landing operations.

Runway 18-36 Remains open Runway 8-26 Remains open

Terminal Apron Will be closed for 21 Days.

5. AREAS AND OPERATIONS AFFECTED BY CONSTRUCTION ACTIVITIES

These areas are shown on the Project Layout Plan and Phasing Plan of the construction drawings. Airport tenants will be briefed on the phasing plan and NOTAMS will be issued prior to the runway, taxiway, and apron closures if necessary. No work will occur within a Runway Object Free Zone (ROFZ) without prior closure of the affected runway. There are no permanent structures included in this project that penetrate the FAR Part 77 airspace.

6. PROTECTION OF NAVIGATION AIDS (NAVAIDS)

The ILS, PAPI’s, VORTAC, and other navigational aids are located outside of the work and movement areas. Marking of utilities will be performed by sunshine one call and where the service does not provide locates, airport and City staff will assist with as-built information.

7. CONTRACTOR ACCESS

a. Contractor access will be provided from Gate 2 at the north side of the Terminal Building and Airport Tower Control.

b. Contractor’s employee vehicles will be permitted to park at the staging area near Gate 2.

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c. Radio Communications: The contractor will monitor Ocala CTAF 119.25 and GROUND 121.4 in the event of an accidental or emergency landing.

8. WILDLIFE MANAGEMENT

There are no wildlife issues at the airport that this project will affect. The following wildlife attractant mitigation procedures are in place:

a. The contractor will be required to immediately collect and dispose of any food scraps from construction personnel activity. All waste & trash containers must be secured and maintain a lid or closure.

9. FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT

The contractor will be required to continuously clear the project site of any and all debris capable of being blown by wind onto active airfield areas. Any debris or dirt from the project site deposited on any airfield pavement shall be cleaned immediately by a motor-driven sweeper or vacuum, which the contractor is required to have onsite at all times. Sweepers must be equipped with non-metallic bristles.

A program of regular airfield pavement inspection shall be planned by the contractor and conducted with the Airport Director and the Engineer. The contractor shall utilize a water truck for the purpose of controlling dust if warranted. The contractor access road must be cleaned of FOD on a regular basis.

10. HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT

The contractor will not be required or allowed to bring hazardous materials onsite and will not be required to provide a plan for the management of such materials.

The contractor will be required to file with the FDEP a Notice of Intent (NOI) to use discharges for large and small construction projects. Any fuel or construction liquids must be cleared per OCF’s SWPPP & FDEP requirements.

11. NOTIFICATION OF CONSTRUCTION ACTIVITIES

a. The Owner shall maintain and distribute a list of responsible representatives/points of contacts with phone numbers and e-mail addresses. For the Owner this shall include the Airport Director, Operations Manager, and Engineer. Contacts from the Contractor will include the Project Manager, Site Superintendent, Safety Officer, and any subcontractor representatives. It will also include representatives from the FAA ADO office, OCF ATCT, and the Engineer of Record. As required in Section 01030 “Airport Project Procedures” the Contractor’s Safety Officer shall be on call 24 hours a day for emergency maintenance of airport hazard lighting, barricades, and other safety features.

b. The contractor shall be required to clean the site of FOD and have the apron ready for use by 6 AM following the 21 days of Phase 1 work and the subsequent night work of Phase 2. The actual opening of the apron will be at 7 AM, allowing time for inspection by airport staff and removal of barricades, etc. All asphalt materials must be fully cured by the deadline. Final markings shall be placed approximately 30 days after Apron pavement cures.

c. The contractor will need to call 911 and the Airport Operations Manager or Director for medical, firefighting, and police response.

d. All of the above information, including the appropriate phone numbers will be distributed at the pre-construction conference.

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e. The FAA will need to be notified of equipment and operations that affects navigable airspace. Upon notice of award, the contractor will be asked to provide the Airport Manager with a list of equipment and their heights so this can be reported to the FAA using form 7460-1 and/or the FAA OE/AAA website.

f. There are no NAVAIDs affected by this project.

12. INSPECTION REQUIREMENTS

A qualified RPR employed by the EOR will perform daily inspections of the work. The Engineer of Record will make periodic inspection to verify compliance with the phasing and safety plan and as needed to resolve questions or disputes.

13. UNDERGROUND UTILITIES

Special attention shall be given to preventing unscheduled interruption of utility services and facilities.

Where required due to construction purposes, the FAA shall locate all of their underground cables. The Contractor shall locate and/or arrange for the location of all the underground cables. When an underground cable is damaged due to the Contractor’s negligence the Contractor shall immediately repair the cable affected at his/her own expense. Full coordination between airport staff, field inspectors, and construction personnel will be exercised to ensure that all airport power and control cables are fully protected prior to any excavation. Locations of cabling will be marked prior to beginning excavation.

14. PENALTIES

Per Section 80-08 of General Provisions of the contract documents:

Any fines or assessments levied against the Sponsor as a result of unauthorized intrusions in the AOA or other violations by the Contractor's personnel or those of his subcontractors will be passed on to the Contractor. In addition, the Contractor will be subject to a fine of $1,000.00 per incident, assessed by the Sponsor.

RUNWAY INCURSIONS: Punitive damages will be assessed for any runway incursion as defined by the FAA. For the first incursion a fine of $1,000 will be assessed. The second incursion will result in a $5,000 fine. The Contractor is to include airport familiarization in weekly meetings to reduce the possibility of the occurrence of runway incursions.

15. SPECIAL CONDITIONS

The airport has not identified any special conditions requiring any special response/ mitigation plan.

In the event of an aircraft emergency, the Contractor’s personnel and/or equipment may be required to immediately vacate the area. The contractor will receive notification from airport operations when special conditions require the construction site to be vacated. In any event, extreme care should be exercised should construction personnel identify any ARFF (Airport Rescue and Firefighting) vehicle moving toward the Runway with emergency lights displayed. This will generally mean that an emergency situation is imminent. In the event of an emergency, the owner or the owner’s representative will notify the contractor with procedural directions for vacating the site.

16. RUNWAY AND TAXIWAY VISUAL AIDS

At the time of work, all Visual Aids shall remain activated in the vault.

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17. MARKING AND SIGNS FOR ACCESS ROUTES

Location of haul routes on the airport site shall be as specified in the project drawing set and as provided graphically in the attached exhibits, reference Appendix A, Sheet G1.0 to G1.1. It shall be the contractor’s responsibility to coordinate off-site haul routes with the appropriate owner who has jurisdiction over the affected route. The haul routes, to the extent possible, shall be marked and signed in accordance with FAA airfield signage requirements, the Federal Highway Administration Manual on Uniform Traffic Control Devices (MUTCD) and/or state highway specifications.

18. HAZARD MARKING AND LIGHTING

1. Hazard marking and lighting prevent pilots from entering areas closed to aircraft and prevent construction personnel from entering areas open to aircraft. To that end, comprehensible warning indicators for any area affected by construction that is normally accessible to aircraft, personnel, or vehicles shall be installed and maintained by the contractor for the duration of construction operations.

Airfield barricades will be required to have red flashing or steady burning lights. In the event night work is required, the Contractor’s vehicles will be required to have yellow flashing beacons.

Additional requirements are in AC 150/5210-5D – Painting, Marking, and Lighting of Vehicles used on Airports, attached herein as Appendix “B”. The contractor’s Safety Officer, as discussed in Section 11 above will be responsible for maintenance of barricades.

19. PROTECTION OF RUNWAY AND TAXIWAY SAFETY AREAS AND OBJECT FREE AREAS.

Safety area encroachments, improper ground vehicle operations, and unmarked or uncovered holes and trenches in the vicinity of aircraft operation surfaces and construction areas are the three most recurring threats to safety during construction. Protection of runway and taxiway safety areas, object-free areas, obstacle-free zones, and approach/departure surfaces shall be a standing requirement for the duration of construction operations. Reference Section 11 Notification of construction activities and Section 16 Runway and taxiway visual aids for taxiway closure requirements. Reference Section 18 Hazard marking and lighting for hazard marking. Reference Section 20 Other limitations on construction for height restrictions (as required).

Runway RSA Distance from Centerline (ft)

RSA Width (ft) Length Beyond Threshold

Runway 18-36

Runway 8-26

Runway Object Free Area (ROFA).

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

Runway ROFA Distance from Centerline (ft) ROFA Width (ft) Length Beyond

Threshold

Runway 18-36

Runway 8-26

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Taxilane Safety Free Area (TSA).

Construction, including excavations, is NOT permitted in the TSA/ TLSA, and Taxiway or Taxilane shall be closed before the commencement of any construction activities. Prior authorization and coordination with the airport is required 48 hours before any closure.

ADG-II

Taxilane/ Taxiway TLSA Distance from

Centerline (ft) TLSA Width (ft)

39.5

Taxilane Object Free Area (TLOFA).

Construction, including excavations, may be permitted in the TOFA. However, equipment must be removed from the TOFA when not in use. The contractor shall coordinate all construction activities within the TOFA/TLOFA, with Airport Operation and RPR.

ADG-II

Taxilane/ Taxiway

TLOFA Distance from Centerline (ft)

TLOFA Width (ft)

20. OTHER LIMITATIONS ON CONSTRUCTION

Beyond the limitations previously discussed in the Phasing section the following limitations apply:

a. Prohibitions.

The following prohibitions are in effect for the duration of this project:

I. No use of open flame welding or torches unless fire safety precautions are provided and the airport operator has approved their use.

II. No use of electrical blasting caps or explosives of any kind on or within 1,000 ft (300 m) of the airport property.

III. No use of flare pots within the AOA.

b. Restrictions.

I. Construction suspension required during specific airport operations – NA.

II. Areas that cannot be worked on simultaneously – Phase 1 & 2 simultaneous ops not allowed.

III. Day or night construction restrictions – For the performance of any night work, reference section 209.b Vehicle and pedestrian operations.

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5550 WEST IDLEWILD AVE. SUITE 115

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

AN

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MAR 2025

TERMINAL

APRON

REHABILITATION

455217-1-94-01 (G3474)

3-12-0055-034-2024

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PROJECT LAYOUT PLAN

0 200 400 800

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CONTRACTOR'S STAGING AREA

LEGEND

CONTRACTOR'S HAUL ROUTE

LIMIT OF CONSTRICTION

Exhibit H - Construction Safety and Phasing Plan CONTRACT# ENG/250564

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TERMINAL

OE/AAA POINT 1 STAGE AREA

160.0' (PART 77 MSL) - 85.0' (GRND.EL.)

= 75.0' ALLOWABLE EQUIP. HEIGHT

N: 1758872.0907

E: 585514.9308

LAT: N029° 10' 25.47"

LONG: W82° 13' 11.02"

START OF 7-TO-1

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OE/AAA POINT 2 PROJECT APRON AREA

92.09' (PART 77 MSL) - 79.4' (GRND.EL.)

= 12.69' ALLOWABLE EQUIP. HEIGHT

N: 1758598.9471 E: 585573.6699

LAT: N029° 10' 16.21"

LONG: W82° 13' 16.34"

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5550 WEST IDLEWILD AVE. SUITE 115

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CERTIFICATE OF AUTHORIZATION NO.: 30862

AM

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MAR 2025

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APRON

REHABILITATION

455217-1-94-01 (G3474)

3-12-0055-034-2024

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PHASING PLAN (OVERALL)

1. SEE SHEET G1.6 FOR BARRICADE

DETAILS.

2. SEE SHEET G1.6 FOR ADDITIONAL

SECURITY, SAFETY AND PHASING

NOTES.

3. CONTRACTOR TO KEEP A SWEEPER

TRUCK DURING CONSTRUCTION AT

ALL TIME.

4. CONTRACTOR TO KEEP A SWEEPER

TRUCK DURING CONSTRUCTION AT

ALL TIME.

TERMINAL APRON REHAB

AREA = ±167,450 SF

G1.1

0 1206030

N

TYPE II LOW PROFILE

BARRICADES

CONTRACTOR'S

STAGING AREA

14 CFR PART 77 IMAGINARY

SURFACE ELEVATION

80.00

PHASE 1 CONSTRUCTION

BID SCHEDULE 1

LEGEND

PHASE 2 CONSTRUCTION

BID SCHEDULE 2

CONTRACTOR'S ACCESS

HAUL ROUTE

C UNDER GROUND ELECTRICAL

CONDUITSCC

TERMINAL

Exhibit H - Construction Safety and Phasing Plan CONTRACT# ENG/250564

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5550 WEST IDLEWILD AVE. SUITE 115

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

AN

AN HJ

MAR 2025

TERMINAL

APRON

REHABILITATION

455217-1-94-01 (G3474)

3-12-0055-034-2024

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PHASING PLAN (PHASE 1)

1. SEE SHEET G1.1 FOR STAGE AREA

2. SEE SHEET G1.4 FOR BARRICADE

DETAILS.

3. SEE SHEET G2.1 FOR ADDITIONAL

SECURITY, SAFETY AND PHASING

NOTES.

4. CONTRACTOR TO KEEP A SWEEPER

TRUCK DURING CONSTRUCTION AT

ALL TIME.

G1.2

PHASING SCHEDULE

PHASE DESCRIPTION OF WORKLIQUIDATED IMPACT

PER CONTRACT

DURATION

21 CALENDAR

DAYS

DAMAGES

PLACE PHASE 1 BARRICADES, CLEAN APRON, REMOVE EXIST. ASPHALT, REMOVE EXIST.

TIE-DOWNS, REMOVE EXIST. CONC. PAD, REMOVE 1"-2" OF EXIST BASE, GROUT FILL TIE-DOWN

REMOVALS, COMPLETE ELECTRICAL WORK, COMPACT/ ROLL EXISTING BASE, PLACE PRIME

COAT, PLACE FIRST LIFT OF P- 403 OVERLAY, PLACE TACK COAT, PLACE SECOND LIFT OF P- 403 OVERLAY, PLACE TACK COAT, PLACE FINAL LIFT OF P- 404 OVERLAY, APPLY TEMPORARY PAINT, APPLY PERMANENT PAINT PER SPECS.

CONSTRUCTION PHASING NOTES:

1. PROJECT DURATION IS CONTINUOUS THROUGH ALL PROJECT PHASES. THERE WILL

BE NO LAPS IN TIME BETWEEN PHASES.

2. CONTRACTOR IS REQUIRED TO ENSURE CONTINUOUS ACCESS TO THE TERMINAL

BUILDING THROUGHOUT THIS PHASE OF THE PROJECT.

3. CONTRACTOR TO KEEP A SWEEPER TRUCK DURING CONSTRUCTION AT ALL TIME.

4. OWNER MAY REQUIRE OCCASIONAL USE OF WEST TAXILANE. CONTRACTOR SHALL

COORDINATE MILLING AND PAVING OPERATIONS IN THE AREA IMMEDIATELY

ADJACENT TO THE TAXILANE WITH THE OWNER. ALL OTHER ACTIVITIES SHALL PULL

BACK AND YIELD TO AIRCRAFT.

TYPE II LOW PROFILE

BARRICADES

14 CFR PART 77 IMAGINARY

SURFACE ELEVATION

PHASE 1 CONSTRUCTION

BID SCHEDULE 1

LEGEND

0 1206030

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AIRPORT WILL BE OPEN TO ALL TAKEOFF AND LANDING

OPERATIONS ON RUNWAY "18-36" FOR PHASE 1. TAXIWAYS "A",

"A5", AND "A7" SHALL REMAIN OPERATIONAL DURING THIS

PHASE. CONTRACTOR MAY ONLY PERFORM WORK DURING THE

HOURS OF 7:00 AM TO 5:00 PM MONDAY-FRIDAY AND 8:00 AM TO

5:00 PM ON SATURDAY, EXCLUDING, SUNDAYS, AND HOLIDAYS.

ANY DEVIATION FROM THIS SCHEDULE REQUIRES

PRE-APPROVAL FROM AIRPORT MANAGER.

80.00

AIRCRAFT MANEUVER

DURING PHASE 1 (TYP.)

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Exhibit H - Construction Safety and Phasing Plan CONTRACT# ENG/250564

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RUNWAY SAFETY AREA

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CERTIFICATE OF AUTHORIZATION NO.: 30862

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MAR 2025

TERMINAL

APRON

REHABILITATION

455217-1-94-01 (G3474)

3-12-0055-034-2024

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1. SEE SHEET G1.1 FOR STAGE AREA

2. SEE SHEET G1.4 FOR BARRICADE

DETAILS.

3. SEE SHEET G2.1 FOR ADDITIONAL

SECURITY, SAFETY AND PHASING

NOTES.

4. CONTRACTOR TO KEEP A SWEEPER

TRUCK DURING CONSTRUCTION AT

ALL TIME.

G1.3

PHASING SCHEDULE

PHASE DESCRIPTION OF WORKLIQUIDATED IMPACT

PER CONTRACT

DURATION

1 CALENDAR

DAY

(NIGHT WORK)

DAMAGES

TYPE II LOW PROFILE

BARRICADES

14 CFR PART 77 IMAGINARY

SURFACE ELEVATION

LEGEND

PHASE 2 CONSTRUCTION

BID SCHEDULE 2

0 1206030

N

PHASE 2 BARRICADES (TYP.)

MIN. 24'

ACCESS

REMOVE PHASE 1 BARRICADES, PLACE PHASE 2 BARRICADES, CLEAN APRON, REMOVE 2" OF

EXIST. ASPHALT, COMPLETE ELECTRICAL WORK, FILL & COMPACT OPEN TRENCHES, PLACE

TACK COAT, PLACE 2" OF SP- 12.5 OVERLAY, APPLY TEMPORARY PAINT, APPLY PERMANENT

PAINT PER SPECS.

CONSTRUCTION PHASING NOTES:

1. PROJECT DURATION IS CONTINUOUS THROUGH ALL PROJECT

PHASES. THERE WILL BE NO LAPS IN TIME BETWEEN PHASES.

2. NO MEN OR EQUIPMENT PERMITTED IN THE RSA OR TOFA

WITHOUT CLOSURES.

3. CONTRACTOR TO KEEP A SWEEPER TRUCK DURING

CONSTRUCTION AT ALL TIME.

4. PLACEMENT OF CONDUIT IN PHASE 2 AREA MAY BE

ACCOMPLISHED IN PHASE 1 PROVIDING ACCESS TO TERMINAL

FOR VEHICLES, GOLF CARTS, AND PEDESTRIANS.

AIRPORT WILL BE OPEN TO ALL TAKEOFF AND LANDING

OPERATIONS ON RUNWAY "18-36" FOR PHASE 2. TAXIWAYS "A",

"A5", AND "A7" SHALL REMAIN OPERATIONAL DURING THIS

PHASE. WORK HOURS 9:00 PM TO 5:00 AM. ANY DEVIATION

FROM THIS SCHEDULE REQUIRES PRE-APPROVAL FROM

AIRPORT MANAGER.

CONSTRUCTION SAFETY &

PHASING PLAN (PHASE 2)

COMPLETED CONSTRUCTION

FROM PHASE 1

80.00

AIRCRAFT MANEUVER

DURING PHASE 2 (TYP.)

35.52'

.0

0'

C PHASE 1 ELECTRICAL WORK

C PHASE 2 ELECTRICAL WORKC

Exhibit H - Construction Safety and Phasing Plan CONTRACT# ENG/250564

H-12

AutoCAD SHX Text 30" R.C.P.

AutoCAD SHX Text 36" R.C.P.

AutoCAD SHX Text

RUNWAY 18-36

AutoCAD SHX Text

TAXIWAY A

AutoCAD SHX Text

TAXIWAY 'A'

AutoCAD SHX Text A5

AutoCAD SHX Text A7

AutoCAD SHX Text A6

AutoCAD SHX Text A4

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

BY

AutoCAD SHX Text Project Name:

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text Designer:

AutoCAD SHX Text Checked By:

AutoCAD SHX Text Technician:

AutoCAD SHX Text ICE Project Name:

AutoCAD SHX Text Engineer of Record:

AutoCAD SHX Text Drawing Name:

AutoCAD SHX Text FAA A.I.P. Project No.:

AutoCAD SHX Text FDOT Project No.:

AutoCAD SHX Text Date:

AutoCAD SHX Text Sheet Number:

AutoCAD SHX Text

RUNWAY SAFETY AREA

AutoCAD SHX Text

RUNWAY OBJECT FREE AREA

AutoCAD SHX Text

OBJECT FREE ZONE

AutoCAD SHX Text

TAXIWAY OBJECT FREE AREA

AutoCAD SHX Text

ROFA

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RSA

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5550 WEST IDLEWILD AVE. SUITE 115

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

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MAR 2025

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3-12-0055-034-2024

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G1.4

CAUTION LIGHTS

LOW PROFILE BARRICADE DETAIL

N.T.S.

NOTES:

1) ALL BARRICADES SHALL BE LINKED END TO END IN ALL LOCATIONS.

2) FRANGIBLE, LOW PROFILE BARRICADES SHALL BE USED WHERE

WORK IS ADJACENT TO ACTIVE AIRCRAFT OR INSIDE OF AN ACTIVE

TAXIWAY'S SAFETY AREA. CAUTION LIGHTS TO BE RED IN COLOR AND

FLASHING DURING HOURS OF DARKNESS.

3) SECURE EACH BARRICADES WITH TWO SAND BAGS OR USE WATER

FILLED.

3'

MIN.

3'

MIN.

NOTE:

SAFETY FLAG SHALL BE PROMINENTLY DISPLAYED ON ALL

CONSTRUCTION EQUIPMENT. AN AMBER FLASHING LIGHT IS

REQUIRED FOR NIGHT WORK AND MAY BE SUBSTITUTED FOR

THE FLAG DURING THE DAY.

CONSTRUCTION SAFETY FLAG

TRAFFIC CONE

N.T.S.

AVIATION ORANGE

AVIATION WHITE

1. THE CONTRACTOR SHALL OBTAIN, HAVE KNOWLEDGE OF, AND INCORPORATE THE FOLLOWING SAFETY

PROVISIONS INTO THE CONSTRUCTION PROJECT:

A. OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION - AC 150/5370-2, LATEST EDITION.

B. AIRPORT SAFETY SELF-INSPECTION - AC 150/5200-18, LATEST EDITION.

C. PAINTING, MARKING AND LIGHTING OF VEHICLES USED ON AIRPORTS - AC 150/5210-5, LATEST EDITION.

D. CODE OF FEDERAL REGULATIONS (CFR) PART 139

2. NOTICE TO AIRMEN (NOTAM) - THE AIRPORT WILL ISSUE ALL NOTAMS TO THE FAA FLIGHT SERVICE STATION

RELATED TO THIS PROJECT IN ACCORDANCE WITH ESTABLISHED CRITERIA.

3. FOR OTHER CONDITIONS RELATED TO SAFETY, SEE SPECIFICATIONS.

4. PRIOR TO THE CLOSURE OF ANY AIRFIELD PAVEMENT, THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 3

DAYS NOTICE SO A NOTAM CAN BE ISSUED.

5. AIRCRAFT TRAFFIC SHALL HAVE THE RIGHT-OF-WAY AT ALL TIMES.

6. THE CONTRACTOR WILL NOT BE ALLOWED TO USE ANY OF THE EXISTING RUNWAYS, TAXIWAYS, OR VEHICLE PARKING AREAS AS PART OF THE HAUL ROAD UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER.

7. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNER TO MINIMIZE

INTERFERENCE TO AIRCRAFT OPERATIONS DURING CONSTRUCTION.

8. NO CONTRACTOR VEHICLES, EQUIPMENT, OR PERSONNEL SHALL CROSS OR BE WITHIN ANY RUNWAY, TAXIWAY, OR TAXILANE OBJECT FREE AREA UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER.

9. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER IN SCHEDULING ALL AIRFIELD PAVEMENT OPENINGS/CLOSINGS TO BE CONSISTENT WITH AIRFIELD OPERATIONS. WHEN THE CONTRACTOR'S OPERATIONS CROSS ACTIVE TAXIWAYS OR RUNWAYS HE SHALL BE REQUIRED TO PROVIDE A FLAGMAN ON EACH SIDE OF ACTIVE CROSSING TO DIRECT VEHICULAR TRAFFIC AND PROTECT AIRCRAFT TRAFFIC. THE CONTRACTOR SHALL ALSO HAVE SUITABLE EQUIPMENT APPROVED BY THE ENGINEER AT EACH CROSSING TO

KEEP THE CROSSING CLEAN OF ALL DIRT AND DEBRIS AND SAFE FOR AIRCRAFT TRAFFIC.

10. ALL AIRFIELD PAVEMENTS SHALL BE KEPT FREE OF DIRT AND ALL OTHER DEBRIS AT ALL TIMES. ANY SPILLAGE OF EXCAVATION OF OTHER MATERIAL SHALL BE CLEANED UP IMMEDIATELY BY THE CONTRACTOR USING A VACUUM OR MOTOR-DRIVEN SWEEPER. A PROGRAM OF REGULAR INSPECTION OF AIRFIELD PAVEMENTS SHALL

BE IMPLEMENTED AS PART OF THE CONTRACTOR'S SAFETY PLAN COMPLIANCE DOCUMENT.

11. ANY UNPLANNED, UNAPPROVED, OR ACCIDENTAL SHUTDOWN OR INTERRUPTION OF SERVICE TO ANY LIGHTING CIRCUIT OR NAVIGATIONAL AID REQUIRES IMMEDIATE NOTIFICATION OF THE AIRPORT MANAGER AND ENGINEER BY THE CONTRACTOR. THE COST OF MATERIALS AND LABOR REQUIRED TO REPAIR THE LIGHTING

CIRCUIT SHALL BE BORNE BY THE CONTRACTOR.

12. THE CONTRACTOR SHALL PROTECT ALL NAVIGATIONAL AIDS (NAVAIDS) DURING CONSTRUCTION. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE TO EXISTING NAVAIDS. ANY DAMAGE TO NAVAIDS MAY REQUIRE SUBMITTALS FOR REPAIR OF THE DAMAGED FACILITY TO BE APPROVED BY THE ENGINEER. THE ENGINEER SHALL BE NOTIFIED OF ANY DAMAGE AND IMMEDIATE REPAIR AT THE CONTRACTOR'S EXPENSE WILL BE

REQUIRED.

13. CONTRACTOR SHALL MAINTAIN ALL AIRFIELD SAFETY DEVICES SUCH AS STAKED LIMIT LINES, FOR THE DURATION OF THE PROJECT AS REQUIRED. DAMAGED STAKES OR FLAGGING SHALL BE REPLACED IMMEDIATELY. CONTRACTOR TO SUBMIT PLAN SHOWING LOCATION OF LIMIT LINES FOR EACH PHASE AND FOR

PROJECT DURATION TO THE ENGINEER FOR APPROVAL.

14. ALL ACTIVE AIRPORT OPERATIONAL AREAS WHICH ARE ADJACENT TO A CONSTRUCTION WORK AREA SHALL BE SEPARATED BY LOW PROFILE BARRICADES WITH RED FLASHING LIGHTS. THE CONTRACTOR SHALL PROVIDE, MAINTAIN, AND INSTALL THE BARRICADES.

15. BARRICADES USED TO CLOSE NON-AIRFIELD AREAS SUCH AS ROADS OR PARKING LOTS SHALL CONFORM TO FDOT INDEX 600. ACCEPTABLE OPTIONS INCLUDE PLASTIC DRUMS, TYPE I BARRICADE, TYPE II BARRICADE, OR

TYPE III BARRICADE.

16. THE CONTRACTOR SHALL PROVIDE TEMPORARY R11-2, 48 x 30 "ROAD CLOSED" SIGNS TO BE USED IN CONJUNCTION WITH TRAFFIC BARRELS AT ALL LOCATIONS TO BE CLOSED TO VEHICULAR TRAFFIC.

17. CONTRACTOR MAY AT HIS OPTION PROVIDE TEMPORARY CHAIN LINK FENCE AROUND THE CONTRACTOR'S STAGING AREA. THE CITY ASSUMES NO RESPONSIBILITY FOR THE SECURITY OF EQUIPMENT, MATERIAL, OR ANY

OTHER ELEMENTS RELATED TO THE CONTRACTOR'S OPERATIONS.

18. THE CONTRACTOR SHALL PROMINENTLY DISPLAY AVIATION SAFETY FLAGS ON ALL CONSTRUCTION EQUIPMENT

AT THE HIGHEST POINT ON EACH PIECE OF EQUIPMENT. SEE DETAIL THIS SHEET.

19. FOR OTHER CONDITIONS RELATING TO SAFETY, SEE CONSTRUCTION SAFETY AND PHASING DOCUMENT (CSPP).

FLAG

(SEE DETAIL

THIS SHEET)

NOTES & DETAILS (1 OF 2)

Exhibit H - Construction Safety and Phasing Plan CONTRACT# ENG/250564

H-13

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

BY

AutoCAD SHX Text Project Name:

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text Designer:

AutoCAD SHX Text Checked By:

AutoCAD SHX Text Technician:

AutoCAD SHX Text ICE Project Name:

AutoCAD SHX Text Engineer of Record:

AutoCAD SHX Text Drawing Name:

AutoCAD SHX Text FAA A.I.P. Project No.:

AutoCAD SHX Text FDOT Project No.:

AutoCAD SHX Text Date:

Sheet Number:

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REVISIONS

24-227

5550 WEST IDLEWILD AVE. SUITE 115

TAMPA, FLORIDA 33634 (813) 330-2701

CERTIFICATE OF AUTHORIZATION NO.: 30862

AN

AN HJ

MAR 2025

TERMINAL

APRON

REHABILITATION

455217-1-94-01 (G3474)

3-12-0055-034-2024

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1. SEE SHEET G1.6 FOR BARRICADE

DETAILS.

2. SEE SHEET G1.6 FOR ADDITIONAL

SECURITY, SAFETY AND PHASING

NOTES.

G1.5

14 CFR PART 77 SURFACES

(SEE SAFETY AND PHASING PLAN THIS

SHEET FOR ELEVATION)

EQUIPMENT HEIGHT RESTRICTION DETAIL

N.T.S.

1. THE CONTRACTOR SHALL ADHERE TO THE MAXIMUM ALLOWABLE HEIGHT

REQUIREMENTS SHOWN IN THE PLANS. THE CONTRACTOR SHALL COORDINATE ALL

EQUIPMENT LOCATIONS WITH THE ENGINEER PRIOR TO CONSTRUCTION.

2. IF THE CONTRACTOR'S OPERATIONS WILL RESULT IN ADDITIONAL AIRSPACE IMPACTS,

THE CONTRACTOR SHALL OBTAIN FAA APPROVAL BY SUBMITTING FORM 7460-1.

3. THE CONTRACTOR SHALL SUPPLY ALL INFORMATION REQUESTED BY THE ENGINEER TO

PROPERLY EVALUATE WHETHER ADDITIONAL AIRSPACE IMPACTS ARE LIKELY AND

WARRANT THE CONTRACTOR TO FILE A FORM 7460-1. THE ENGINEER'S DECISION SHALL

BE FINAL.

EQUIPMENT HEIGHT NOTESEQUIPMENT HEIGHT RESTRICTION

OE/AAA POINT NO.

(SEE SAFETY AND

PHASING PLAN)

MAXIMUM ALLOWABLE

EQUIPMENT HEIGHT

AT POINT

POINT 1 75.0 (FT)

SEE SHEET G1.1 FOR POINT LOCATIONS

C

RUNWAY 18-36

L

200' ROFZ

7:1 TRANSITIONAL SURFACE

TERMINAL APRON590'

POINT 2 12.69 (FT)

500' PRIMARY SURFACE

400' ROFA

C

TAXIWAY ALPHA

L

Mack

NOTES & DETAILS (2 OF 2)

Exhibit H - Construction Safety and Phasing Plan CONTRACT# ENG/250564

H-14

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

BY

AutoCAD SHX Text Project Name:

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text Designer:

AutoCAD SHX Text Checked By:

AutoCAD SHX Text Technician:

AutoCAD SHX Text ICE Project Name:

AutoCAD SHX Text Engineer of Record:

AutoCAD SHX Text Drawing Name:

AutoCAD SHX Text FAA A.I.P. Project No.:

AutoCAD SHX Text FDOT Project No.:

AutoCAD SHX Text Date:

AutoCAD SHX Text Sheet Number:

AutoCAD SHX Text

GROUND EL.= ±79.40

GROUND EL.= ±79.40

U.S. Department of Transportation

Federal Aviation Administration

Advisory Circular

Subject: Operational Safety on

Airports During Construction

Date: 12/13/2017

Initiated By: AAS-100

AC No: 150/5370-2G

Change:

Purpose. 1

This AC sets forth guidelines for operational safety on airports during construction.

Cancellation. 2

This AC cancels AC 150/5370-2F, Operational Safety on Airports during Construction, dated September 29, 2011.

Application. 3

This AC assists airport operators in complying with Title 14 Code of Federal

Regulations (CFR) Part 139, Certification of Airports. For those certificated airports, this AC provides one way, but not the only way, of meeting those requirements. The use of this AC is mandatory for those airport construction projects receiving funds under the

Airport Improvement Program (AIP). See Grant Assurance No. 34, Policies, Standards, and Specifications. While we do not require non-certificated airports without grant agreements or airports using Passenger Facility Charge (PFC) Program funds for construction projects to adhere to these guidelines, we recommend that they do so to help these airports maintain operational safety during construction.

Related Documents. 4

ACs and Orders referenced in the text of this AC do not include a revision letter, as they refer to the latest version. Appendix A contains a list of reading material on airport construction, design, and potential safety hazards during construction, as well as instructions for obtaining these documents.

Principal Changes. 5

The AC incorporates the following principal changes:

1. Notification about impacts to both airport owned and FAA-owned NAVAIDs was added. See paragraph 2.13.5.3, NAVAIDs.

H-15

12/13/2017 AC 150/5370-2G

ii

2. Guidance for the use of orange construction signs was added. See paragraph

2.18.4.2, Temporary Signs.

3. Open trenches or excavations may be permitted in the taxiway safety area while the taxiway is open to aircraft operations, subject to restrictions. See paragraph 2.22.3.4, Excavations.

4. Guidance for temporary shortened runways and displaced thresholds has been enhanced. See Figure 2-1 and Figure 2-2.

5. Figures have been improved and a new Appendix F on the placement of orange construction signs has been added.

Hyperlinks (allowing the reader to access documents located on the internet and to maneuver within this document) are provided throughout this document and are identified with underlined text. When navigating within this document, return to the previously viewed page by pressing the “ALT” and “” keys simultaneously.

Figures in this document are schematic representations and are not to scale.

Use of Metrics. 6

Throughout this AC, U.S. customary units are used followed with “soft” (rounded) conversion to metric units. The U.S. customary units govern.

Where to Find this AC. 7

You can view a list of all ACs at http://www.faa.gov/regulations_policies/advisory_circulars/. You can view the Federal

Aviation Regulations at http://www.faa.gov/regulations_policies/faa_regulations/.

Feedback on this AC. 8

If you have suggestions for improving this AC, you may use the Advisory Circular

Feedback form at the end of this AC.

John R. Dermody

Director of Airport Safety and Standards

H-16

CONTENTS

Paragraph Page iii

Chapter 1. Planning an Airfield Construction Project ......................................................... 1-1

1.1 Overview. ...................................................................................................................... 1-1

1.2 Plan for Safety............................................................................................................... 1-1

1.3 Develop a Construction Safety and Phasing Plan (CSPP). ........................................... 1-3

1.4 Who Is Responsible for Safety During Construction? .................................................. 1-4

Chapter 2. Construction Safety and Phasing Plans .............................................................. 2-1

2.1 Overview. ...................................................................................................................... 2-1

2.2 Assume Responsibility.................................................................................................. 2-1

2.3 Submit the CSPP. .......................................................................................................... 2-1

2.4 Meet CSPP Requirements. ............................................................................................ 2-2

2.5 Coordination. ................................................................................................................ 2-6

2.6 Phasing. ......................................................................................................................... 2-7

2.7 Areas and Operations Affected by Construction Activity. ........................................... 2-7

2.8 Navigation Aid (NAVAID) Protection. ...................................................................... 2-11

2.9 Contractor Access. ...................................................................................................... 2-11

2.10 Wildlife Management. ................................................................................................ 2-15

2.11 Foreign Object Debris (FOD) Management. .............................................................. 2-16

2.12 Hazardous Materials (HAZMAT) Management. ........................................................ 2-16

2.13 Notification of Construction Activities. ...................................................................... 2-16

2.14 Inspection Requirements. ............................................................................................ 2-18

2.15 Underground Utilities. ................................................................................................ 2-19

2.16 Penalties. ..................................................................................................................... 2-19

2.17 Special Conditions. ..................................................................................................... 2-19

2.18 Runway and Taxiway Visual Aids. ............................................................................ 2-19

2.19 Marking and Signs for Access Routes. ....................................................................... 2-29

2.20 Hazard Marking, Lighting and Signing. ..................................................................... 2-30

2.21 Work Zone Lighting for Nighttime Construction. ...................................................... 2-32

2.22 Protection of Runway and Taxiway Safety Areas. ..................................................... 2-33

2.23 Other Limitations on Construction. ............................................................................ 2-37

H-17 iv

Chapter 3. Guidelines for Writing a CSPP ............................................................................ 3-1

3.1 General Requirements. .................................................................................................. 3-1

3.2 Applicability of Subjects............................................................................................... 3-1

3.3 Graphical Representations. ........................................................................................... 3-1

3.4 Reference Documents. .................................................................................................. 3-2

3.5 Restrictions. .................................................................................................................. 3-2

3.6 Coordination. ................................................................................................................ 3-2

3.7 Phasing. ......................................................................................................................... 3-2

3.8 Areas and Operations Affected by Construction. ......................................................... 3-2

3.9 NAVAID Protection. .................................................................................................... 3-2

3.10 Contractor Access. ........................................................................................................ 3-3

3.11 Wildlife Management. .................................................................................................. 3-4

3.12 FOD Management. ........................................................................................................ 3-4

3.13 HAZMAT Management................................................................................................ 3-4

3.14 Notification of Construction Activities. ........................................................................ 3-4

3.15 Inspection Requirements. .............................................................................................. 3-5

3.16 Underground Utilities. .................................................................................................. 3-5

3.17 Penalties. ....................................................................................................................... 3-5

3.18 Special Conditions. ....................................................................................................... 3-5

3.19 Runway and Taxiway Visual Aids. .............................................................................. 3-6

3.20 Marking and Signs for Access Routes. ......................................................................... 3-6

3.21 Hazard Marking and Lighting. ...................................................................................... 3-6

3.22 Work Zone Lighting for Nighttime Construction. ........................................................ 3-6

3.23 Protection of Runway and Taxiway Safety Areas. ....................................................... 3-7

3.24 Other Limitations on Construction. .............................................................................. 3-7

Appendix A. Related Reading Material ................................................................................ A-1

Appendix B. Terms and Acronyms ........................................................................................B-1

Appendix C. Safety and Phasing Plan Checklist .................................................................. C-1

Appendix D. Construction Project Daily Safety Inspection Checklist ............................... D-1

Appendix E. Sample Operational Effects Table ....................................................................E-1

Appendix F. Orange Construction Signs ............................................................................... F-1

H-18 v

FIGURES

Number Page Figure 2-1. Temporary Partially Closed Runway ........................................................................ 2-9

Figure 2-2. Temporary Displaced Threshold ............................................................................. 2-10

Figure 2-3. Markings for a Temporarily Closed Runway.......................................................... 2-21

Figure 2-4. Temporary Taxiway Closure................................................................................... 2-22

Figure 2-5. Temporary Outboard White Threshold Bars and Yellow Arrowheads .................. 2-24

Figure 2-6. Lighted X in Daytime .............................................................................................. 2-26

Figure 2-7. Lighted X at Night ................................................................................................... 2-26

Figure 2-8. Interlocking Barricades ........................................................................................... 2-31

Figure 2-9. Low Profile Barricades ........................................................................................... 2-32

Figure E-1. Phase I Example ....................................................................................................... E-1

Figure E-2. Phase II Example ...................................................................................................... E-2

Figure E-3. Phase III Example ..................................................................................................... E-3

Figure F-1. Approved Sign Legends ............................................................................................ F-1

Figure F-2. Orange Construction Sign Example 1....................................................................... F-2

Figure F-3. Orange Construction Sign Example 2....................................................................... F-3

TABLES

Number Page Table A-1. FAA Publications ..................................................................................................... A-1

Table A-2. Code of Federal Regulation ...................................................................................... A-3

Table B-1. Terms and Acronyms ................................................................................................ B-1

Table C-1. CSPP Checklist ......................................................................................................... C-1

Table D-1. Potentially Hazardous Conditions ............................................................................ D-1

Table E-1. Operational Effects Table .......................................................................................... E-4

Table E-2. Runway and Taxiway Edge Protection ...................................................................... E-6

Table E-3. Protection Prior to Runway Threshold....................................................................... E-7

H-19 vi

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H-20

1-1

CHAPTER 1. PLANNING AN AIRFIELD CONSTRUCTION PROJECT

1.1 Overview.

Airports are complex environments, and procedures and conditions associated with construction activities often affect aircraft operations and can jeopardize operational safety. Safety considerations are paramount and may make operational impacts unavoidable. However, careful planning, scheduling, and coordination of construction activities can minimize disruption of normal aircraft operations and avoid situations that compromise the airport’s operational safety.