CONSTRUCTION SAFETY AND PHASING

PLAN REPORT

RUNWAY 11-29 REHABILITATION AND

AIRPORT TERMINAL PARKING LOT REHABILITATION

AT

SIKORSKY MEMORIAL AIRPORT (BDR)

BID NUMBER: APB034263

CHA PROJECT NO.: 056200.000

ISSUED FOR BID

JANUARY 2026

SUBMITTED BY:

CITY OF BRIDGEPORT

46 LYON TERRACE

BRIDGEPORT, CT 06616

PREPARED BY:

CHA SOLUTIONS, INC.

3 WINNERS CIRCLE

ALBANY, NEW YORK 12205

CONSTRUCTION SAFETY AND PHASING PLAN REPORT (CSPP)

RUNWAY 11-29 AND TERMINAL PARKING LOT REHABILITATION PAGE 2

TABLE OF CONTENTS

TABLE OF CONTENTS

PROJECT INFORMATION

PROJECT ENTITIES

AVIATION SPONSOR – CITY OF BRIDGEPORT AIRPORT COMMISSION 4

FEDERAL AVIATION ADMINISTRATION – NEW ENGLAND REGION 4

ENGINEERING CONSULTANT – CHA SOLUTIONS, INC. (CHA) 4

CONSTRUCTION CONTRACTOR – XXX 4

PROJECT DESCRIPTION

COORDINATION

PRE-DESIGN CONFERENCE 5

PRE-CONSTRUCTION CONFERENCE 5

CONSTRUCTION PROGRESS MEETINGS 5

DAILY COORDINATION 5

PHASING

OVERALL SCOPE OF WORK 6

AREA AND OPERATIONAL REQUIREMENTS 6

OPERATIONS AFFECTED BY CONSTRUCTION ACTIVITY

OPERATIONAL AFFECT TABLE 6

RUNWAY SAFETY AREAS 7

TABLE 2 – RUNWAY SAFETY AREAS 7

RUNWAY APPROACH PROTECTION AREA 7

TABLE 3 – RUNWAY APPROACH PROTECTION AREAS DURING CONSTRUCTION 7

NAVIGATIONAL AID (NAVAID) FACILITIES

EFFECTS OF CONSTRUCTION TO NAVAIDS 7

TABLE 2 – AIRPORT OPERATIONS AFFECTED BY CONSTRUCTION 8

COORDINATION OF NAVAID IMPACTS 8

CONTRACTOR ACCESS

STOCKPILED MATERIALS 8

VEHICLE AND PERSONNEL OPERATIONS 9

ACCESS TO AIRPORT OPERATIONS AREA (AOA): 9

PREVENTING IMPROPER MOVEMENT: 9

PERSONAL VEHICLES AND EQUIPMENT: 9

HAUL ROUTES: 9

RULES OF VEHICLE OPERATIONS: 9

CONTRACTOR VEHICLE MARKING/LIGHTING: 10

RADIO COMMUNICATIONS 10

TWO-WAY RADIOS: 10

AIR TRAFFIC CONTROL (ATC) RADIO COMMUNICATION: 10

SECURITY APPROVAL REQUIREMENTS 10

MAINTENANCE OF THE SECURED AREA OF THE AIRPORT 10

WILDLIFE MANAGEMENT

TRASH 10

STANDING WATER 11

DISRUPTION OF EXISTING WILDLIFE HABITAT 11

FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT

DESCRIPTION OF FOD 11

METHODS OF FOD CONTROL 11

TRAINING: 11

HOUSEKEEPING: 11

GROUND VEHICLE TIRE INSPECTION: 11

PAVEMENT SWEEPS: 11

FOD INSPECTIONS: 11

HAZARDOUS MATERIAL MANAGEMENT

NOTIFICATION OF CONSTRUCTION ACTIVITIES

LIST OF RESPONSIBLE REPRESENTATIVES 12

NOTAMS 12

EMERGENCY NOTIFICATION PROCEDURES 12

COORDINATION WITH ARFF 12

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NOTIFICATION TO THE FAA 12

INSPECTION REQUIREMENTS

FOD INSPECTION 12

AIRPORT OPERATIONS DAILY INSPECTION 12

CONTRACTOR INSPECTION 12

FINAL INSPECTION 13

UNDERGROUND UTILITIES

PENALTIES

CONSTRUCTION SUSPENSION 13

EXPULSION OF NON-COMPLIANT EMPLOYEES 13

SPECIAL CONDITIONS

RUNWAY AND TAXIWAY VISUAL AIDS

MARKINGS AND SIGNS FOR ACCESS ROUTES

HAZARD MARKING, LIGHTING, AND SIGNAGE

LOW PROFILE CONSTRUCTION BARRICADES 14

PORTABLE LIGHTED RUNWAY CLOSURE CROSSES 14

PROTECTION OF RUNWAY AND TAXIWAY SAFETY AREAS

RUNWAY SAFETY AREAS (RSA) 14

RUNWAY OBJECT FREE AREAS (ROFA) 14

TAXIWAY OBJECT FREE AREAS (TOFA) 14

FEDERAL AVIATION REGULATION (FAR) PART 77 AND RUNWAY APPROACH/DEPARTURE SURFACES 15

OTHER LIMITATIONS ON CONSTRUCTION

APPENDIX A – CONSTRUCTION SAFETY AND PHASING PLANS

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PROJECT INFORMATION

Sponsor: Sikorsky Memorial Airport (BDR) Project Title: Runway 11-29 RehabilitaƟon and Airport Terminal Parking Lot RehabilitaƟon Bid Number APB034263 CHA Project No.: 056200.00

PROJECT ENTITIES

AVIATION SPONSOR – CITY OF BRIDGEPORT AIRPORT COMMISSION

Joseph P. Ganim Bridgeport Mayor Laura R. Hoydick Straƞord Mayor Aidee Nieves City Council President Lydia N. MarƟnez City Clerk Kenneth FlaƩo Finance Director

FEDERAL AVIATION ADMINISTRATION – NEW ENGLAND REGION

Luke Garrison Director Julie Seltsam-Wilps Deput Director David Chamberlain Civil Engineer Lisa Lesperance Lead Community Planner Cheryl Quine Environmental ProtecƟon Specialist

ENGINEERING CONSULTANT – CHA SOLUTIONS, INC. (CHA)

Todd Schultheis Team Leader Paul McDonnell Planner Todd Ewell Program Manager MaƩ Florell Project Engineer / ConstrucƟon Inspector Nicole Cullen Project Engineer Jack Sims Assistant Engineer

CONSTRUCTION CONTRACTOR – TBD

TBD Vice President TBD Paving Manager TBD Project Manager TBD Superintendent TBD Project Engineer

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PROJECT DESCRIPTION

AviaƟon safety is the primary consideraƟon at airports during construcƟon. This ConstrucƟon Safety and Phasing Plan (CSPP) will serve as a companion document to the project plans and specificaƟons for the Runway 11-29 RehabilitaƟon and Airport Terminal Parking Lot RehabilitaƟon at Sikorsky Memorial Airport (BDR). This plan has been wriƩen in compliance with Federal AviaƟon AdministraƟon (FAA) Advisory Circular 150/5300-13B; Airport Design, for Airplane Design Group (ADG) III aircraŌ.

The airport’s primary runway is Runway 06-24, with a length of 4,677 feet and an overall width of 100 feet.

The secondary runway is Runway 11-29 with a length of 4,759 feet and an overall width of 150 feet. A rehabilitaƟon of Runway 11-29 was last completed over 30 years ago in approximately 1992, making the current lifespan to be extremely marginal with the potenƟal for failure if not addressed with rehabilitaƟon.

The terminal parking lots serve as the airport’s primary source of parking as well as the primary source of airport access. The exisƟng condiƟons of the terminal parking areas are poor. RehabilitaƟon of the terminal parking lots has been proposed as alternates in this project in order to improve the condiƟons.

COORDINATION

During a review of the exisƟng layout and condiƟons of Sikorsky Memorial Airport, the following items have been noted and will be considered as part of this project’s design:

PRE-DESIGN CONFERENCE

A pre-design teleconference was held, and topics covered included the overall scope of the project, anƟcipated phasing of work, program schedule, and FAA requirements.

PRE-CONSTRUCTION CONFERENCE

A pre-construcƟon conference will be held prior to the issuance of a NoƟce to Proceed. At a minimum, required aƩendees will include airport engineer, airport operaƟons staff, local air traffic control management, local FAA airway faciliƟes personnel, design engineer, construcƟon administraƟon engineer, construcƟon observaƟon staff, project superintendent, foreman of the Prime Contractor, as well as the project foreman for each subcontractor employed by the Prime Contractor. The agenda for the pre-construcƟon conference will include a review of this CSPP and the contractor’s Safety Plan Compliance Document (SPCD).

CONSTRUCTION PROGRESS MEETINGS

Weekly construcƟon progress meeƟngs will be held throughout the duraƟon of the project. At a minimum, required aƩendees will include airport engineer, airport operaƟons staff, construcƟon administraƟon engineer, construcƟon observaƟon staff, project superintendent, foreman of the Prime Contractor, as well as the project foreman for each subcontractor with work occurring during the current period. ConstrucƟon phasing and safety will be a standing agenda item at the weekly construcƟon progress meeƟngs.

DAILY COORDINATION

At all Ɵmes when construcƟon acƟviƟes are being performed on this project the Prime Contractor must have a foreman on-site or immediately available who is authorized to make decisions regarding the operaƟons and safety of all personnel employed by the Contractor and Subcontractors. Each day the designated foreman must meet with the Airport OperaƟons Manager on duty to coordinate acƟviƟes for the days’ work.

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PHASING

OVERALL SCOPE OF WORK

The overall scope of work for this project includes the mill and overlay of Runway 11-29 asphalt pavement, excluding the intersecƟon with Runway 6-24. Also included in the airfield porƟon of this project is the mill and overlay of taxiway connectors, removal of deteriorated runway shoulders, and replacement of runway light fixtures and associated circuit conductors. The mill and overlay of the landside terminal loop road and parking lots is included as add alternates in this project.

AREA AND OPERATIONAL REQUIREMENTS

The project is comprised of seven (7) individual work areas. Work areas three (3) and seven (7) are divided further into addiƟonal sub-work areas. Each locaƟon consists of a work area with unique construcƟon access, traffic control, and sequencing requirements. Refer to the ConstrucƟon Safety and Phasing plans for graphical depicƟons of the phases, along with notes on phase specific sequencing and operaƟonal requirements.

OPERATIONS AFFECTED BY CONSTRUCTION ACTIVITY

OPERATIONAL AFFECT TABLE

Contained within Table 1 are the anƟcipated operaƟonal impacts to Bridgeport Sikorsky Memorial Airport (BDR) during the project. Impacts will vary based on normal operaƟons of an area, construcƟon phase, and duraƟon of work. The Contractor is required to coordinate with Airport OperaƟons as detailed in SecƟon 1 of this document prior to impacƟng operaƟons on the airport.

Table 1 – Airport OperaƟons Affected by ConstrucƟon

Airport Facility Work Area #1

Work Area #2

Work Area

#3A/3B

Work Area #4

(Day)

Work Area #4 (Night)

Work Area #5

Work Area #6

Work Area #7

Runway 11-29 Closed Closed Closed Closed Closed Closed

Runway 11 Approach Mins

Out of Service

Out of Service

Out of Service

Out of Service

Out of Service

Out of Service

Runway 29 Approach Mins

Out of Service

Out of Service

Out of Service

Out of Service

Out of Service

Out of Service

Runway 6-24 Closed Closed

Runway 6 Approach Mins Out of

Service Out of Service

Runway 24 Approach Mins Out of

Service Out of Service

Taxiway ‘A’ ParƟal Closure Closed ParƟal

Closure Closed

Taxiway ‘D’ ParƟal Closure

ParƟal Closure Closed ParƟal

Closure Closed

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Taxiway ‘E’ ParƟal Closure Closed Closed

Taxiway ‘G’ Closed Closed Closed Closed Closed

Taxiway ‘H’ ParƟal Closure

ParƟal Closure Closed Closed

Taxiway ‘J’ Closed Closed Closed Closed Closed

Taxiway ‘K’ Closed Closed Closed Closed Closed

RUNWAY SAFETY AREAS

The Contractor shall not enter Safety Area(s) of any acƟve Runway without prior coordinaƟon with Airport OperaƟons Staff and communicaƟon with air traffic control via ground frequency. Runway Safety area dimensions are shown in Table 2 and are depicted on the ConstrucƟon Phasing plan sheets.

TABLE 2 – RUNWAY SAFETY AREAS

Runway AircraŌ Approach Category

Airplane Design Group

Runway Safety Area (Distance from Centerline)

Runway 11-29 C III 250 Feet

Runway 6-24 C III 250 Feet

RUNWAY APPROACH PROTECTION AREA

The Contractor shall not place stockpiles or store materials and fuel in the runway approach protecƟon area of any acƟve runway. Runway approach protecƟon area dimensions are shown in Table 3.

TABLE 3 – RUNWAY APPROACH PROTECTION AREAS DURING CONSTRUCTION

Runway AircraŌ

Approach Category

Airplane Design Group

Safety Area Prior to Threshold

Minimum Distance to Threshold on Approach Slope

Runway 11 C III 600 Ft 20:1 400 Ft Runway 29 C III 1,000 Ft 20:1 400 Ft Runway 6 C III 600 Ft 20:1 400 Ft

Runway 24 C III 625 Ft 20:1 400 Ft

NAVIGATIONAL AID (NAVAID) FACILITIES

EFFECTS OF CONSTRUCTION TO NAVAIDS

AircraŌ NavigaƟonal Aids (NAVAIDs) provide visual and electronic informaƟon which is used by pilots who operate and land aircraŌ at the airport. ConstrucƟon acƟviƟes can have negaƟve impacts on the funcƟonality and serviceability of NAVAIDs. The Contractor must coordinate their work effort and limit their operaƟons so that NAVAIDs are not impacted beyond what is planned.

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Contractors will be required to limit operaƟons so that material, equipment, and personnel do not enter NAVAID criƟcal areas or disturb power to NAVIAD faciliƟes without prior coordinaƟon with Airport OperaƟons and FAA Tech Ops personnel.

TABLE 2 – AIRPORT OPERATIONS AFFECTED BY CONSTRUCTION

Runway Facility Type Owner Work Area Impacted Impact

Runway 11 Runway End IdenƟfier Lights (REILs) BDR 1, 2, 3A/3B, 4, 5 Out of Service

Runway 11 Precision Approach Path Indicator (PAPI) BDR 1, 2, 3A/3B, 4, 5 Out of Service

Runway 29 Runway End IdenƟfier Lights (REILs) BDR 1, 2, 3A/3B, 4, 5 Out of Service

Runway 29 Precision Approach Path Indicator (PAPI) BDR 1, 2, 3A/3B, 4, 5 Out of Service

Runway 6 Instrument Landing System (ILS) &

Distance Measuring Equipment

(DME)

FAA 3A/3B, 4 Out of Service

Runway 6 Runway End IdenƟfier Lights (REILs) BDR 3A/3B, 4 Out of Service

Runway 6 Precision Approach Path Indicator (PAPI) BDR 3A/3B, 4 Out of Service

Runway 24 Very High Frequency OmnidirecƟonal Range (VOR) FAA 3A/3B, 4 Out of Service

Runway 24 Runway End IdenƟfier Lights (REILs) BDR 3A/3B, 4 Out of Service

Runway 24 Precision Approach Path Indicator (PAPI) BDR 3A/3B, 4 Out of Service

COORDINATION OF NAVAID IMPACTS

Planned NAVAID impacts must be addressed in the Contractors construcƟon schedule. The contractor is required to provide at least 72 hours noƟce to Airport OperaƟons and FAA Tech Ops personnel prior to disturbing power supply or removing a NAVAID from service. FAA Tech Ops Office – Contact Mike Basta at (203)468-3117.

CONTRACTOR ACCESS

STOCKPILED MATERIALS

The Contractor is limited to placement of stockpiled materials at the locaƟons shown on the plans, or by the direcƟon of the Engineer. AddiƟonally, the Contractor may place material stockpiles (topsoil, aggregate, etc.) at any locaƟon within the project work limits as delineated by snow fence if shown on the plans. The Contractor shall limit stockpile heights to 15’ maximum. The Contractor shall also manage stockpiles so that they do not aƩract wildlife (Refer to SecƟon 6). The Contractor shall also manage stockpiles so that they do not create FOD (Refer to SecƟon 7).

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VEHICLE AND PERSONNEL OPERATIONS

ACCESS TO AIRPORT OPERATIONS AREA (AOA): The airport operaƟons area is defined by the perimeter fence surrounding the airfield. Access onto the AOA is through any number of gates along the fence or doors through buildings. The Contractor’s access onto the AOA is limited to the gates shown on the plans. No person shall enter upon the AOA, or any other restricted area except authorized personnel assigned or approved to.

PREVENTING IMPROPER MOVEMENT: Contractor operaƟons within the AOA are limited to the areas shown on the project phasing plans. A visual boundary will be installed by the Contractor around all work areas.

Boundary will consist of low-profile barricades on pavement surfaces and signage and/or snow fence in turf areas. The project phasing plans show locaƟons of work area boundaries. ConstrucƟon vehicles and personnel must follow all signage and must not cross barricades or snow fence without prior approval from Airport OperaƟons.

PERSONAL VEHICLES AND EQUIPMENT: Contractor employee personal vehicles may not be parked or driven in the AOA. Employee parking areas shall be idenƟfied on the project phasing plans. Contractor vehicles and equipment are allowed inside of the project work area within the AOA. Equipment staging and parking areas are as shown in the project phasing plans. AddiƟonally, the Contractor may park vehicles anywhere within the project work area as defined for each phase within the phasing plans.

HAUL ROUTES: The phasing plan sheets depict haul routes for both overall site access from surrounding public roadways and haul routes to the individual phased work areas through the airport perimeter fence.

Contractor access and hauling operaƟons are strictly limited to the haul routes shown. Contractor is responsible for any improvements and maintenance to haul routes as needed to efficiently perform construcƟon acƟviƟes. Following compleƟon of construcƟon, the Contractor is required to restore the haul route to its original condiƟon.

RULES OF VEHICLE OPERATIONS: The following rules of operaƟon must be followed at all Ɵmes when driving on the airport. Read each rule carefully and make sure you understand your responsibiliƟes as a driver on the airport.

No Person shall operate motorized vehicles or equipment of any kind on the airport unless in possession of a valid operator’s license as required by the State for the type of vehicle being operated.

No person shall operate a motor vehicle or other motorized equipment of any kind on the airport in a reckless or negligent manner. Including operaƟon in any manner that endangers or is likely to endanger persons or property, or in excess of the 20-mph speed limit prescribed by the AviaƟon Manager.

No person shall fail to give pedestrians and aircraŌ the right-of-way over vehicular traffic. All ground vehicles shall pass to the rear of taxiing aircraŌ.

No person operaƟng a motor vehicle on the airport shall fail to give proper signals or fail to observe the direcƟon of posted traffic signs or traffic lanes.

No person under the influence of alcohol or drugs shall operate a motor vehicle on the airport.

The contractor will not be allowed to operate motor vehicles outside of the designated work areas as idenƟfied by barricades and snow fence. To drive from one work area to another you should, under most

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circumstances, leave the airfield via an authorized security gate, and then drive the airport service road to the desired work area.

All vehicles operaƟng on the airport shall have their head / taillights turned on during darkness and low visibility condiƟons.

CONTRACTOR VEHICLE MARKING/LIGHTING: Each Contractor licensed vehicle must display a company logo on both sides of sufficient size to be recognizable to personnel in the Control Tower. Signs must be a minimum of 200 square inches and be approved by the Airport.

Each Contractor licensed vehicle must have an amber rotaƟng beacon affixed to the uppermost part of the vehicle. Light must be visible from any direcƟon, day and night, including from the air.

Specialized construcƟon equipment such as excavators, dozers, front end loaders, etc. shall also require a rotaƟng beacon.

Contractor vehicle marking and lighƟng is the sole responsibility of the Contractor. The airport will not provide markings or lights.

RADIO COMMUNICATIONS

TWO-WAY RADIOS: Contractors may uƟlize two-way radios on the project provided that they do not interfere with exisƟng Airport and FAA communicaƟon equipment and frequencies.

AIR TRAFFIC CONTROL (ATC) RADIO COMMUNICATION: Vehicle operaƟons on the movement area require contact with ATC Ground Control. Ground Control directs all aircraŌ and vehicle movement on the airport movement area. Prior to entering any movement area, Ground Control must be contacted via the ground frequency.

SECURITY APPROVAL REQUIREMENTS

The Prime Contractor is directly responsible to the airport for authorizing his/her employees and the employees of the sub-contractor’s access into the AOA. The airport does not have, nor requires a specific security check of employees.

MAINTENANCE OF THE SECURED AREA OF THE AIRPORT

The Contractor shall provide a gate guard that has successfully been background checked to control the access onto airport property via the gates idenƟfied in the phasing plans. Access will not be allowed at any other points beyond those detailed in the project phasing plans. Gate Guards are required at any Ɵme the Contractor is moving materials, equipment, or personnel through the airport security fence.

The Contractor shall be responsible for always providing a gate guard when required, and no movement through access gates shall be allowed without one.

WILDLIFE MANAGEMENT

TRASH

Food scraps must be collected from construcƟon personnel acƟvity. Dumpsters or trash cans that may aƩract wildlife are to be secured and empƟed frequently.

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STANDING WATER

Any acƟvity taking place that creates a standing body of water must be remedied immediately.

DISRUPTION OF EXISTING WILDLIFE HABITAT

While this will frequently be unavoidable due to the nature of this project, Contractor personnel should immediately noƟfy airport operaƟons of a wildlife sighƟng.

FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT

DESCRIPTION OF FOD

Foreign Object Debris at airports includes any object found in an inappropriate locaƟon that can damage aircraŌ, equipment, or airport personnel. On ConstrucƟon sites FOD typically is comprised of loose gravel, blowing sand, wire bristles from sweeper heads, food wrappers, and material packaging. The presence of FOD on an airport’s Air OperaƟons Area (AOA) poses a significant threat to the safety of air travel. FOD has the potenƟal to damage aircraŌ during criƟcal phases of flight, which can lead to catastrophic loss of life and airframe, and at the very least increased maintenance and operaƟng costs.

METHODS OF FOD CONTROL

TRAINING: Contractor shall provide training to all employees working within the AOA on effecƟve FOD management. Training shall include descripƟon and consequences of FOD, FOD awareness and housekeeping procedures.

HOUSEKEEPING: PrevenƟng FOD from occurring is the most effecƟve form of FOD management. The contractor must monitor construcƟon acƟviƟes and proacƟvely develop a plan to prevent FOD from occurring. Typical FOD prevenƟon measures include the use of covered trash containers, covered loads, zero tolerance of liƩering, and tying down items which may be easily windblown.

GROUND VEHICLE TIRE INSPECTION: Prior to crossing an acƟve airfield pavement, the Contractor must perform a vehicle Ɵre check for any loose rocks that may be in the tread. Tires covered in mud must be cleaned prior to crossing an acƟve pavement in order to prevent tracking of dirt.

PAVEMENT SWEEPS: Prior to opening secƟons of pavement within a work area to aircraŌ traffic, the Contractor will be required to sweep the enƟre pavement surface. Metal bristled brooms are known to create FOD, and the Contractor will be required to clean all bristles from the pavement. Compressed air and vacuums can be used to clean pavement surfaces as well.

FOD INSPECTIONS: Refer to SecƟon 10 for FOD InspecƟon requirements.

HAZARDOUS MATERIAL MANAGEMENT

Hazardous Material Procedures are to be developed by the Contractor prior to the issuance of the NoƟce to Proceed, including but not limited to:

• Fuel Storage LocaƟons

• Spill Procedures

• Material Safety Data Sheets (MSDS)

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NOTIFICATION OF CONSTRUCTION ACTIVITIES

LIST OF RESPONSIBLE REPRESENTATIVES

Persons who have quesƟons concerning policies, procedures, or requirements of the Airport Security Program, should contact Airport OperaƟons. Persons who observe a security violaƟon, suspicious act or any serious act that may endanger persons or property, should immediately contact Airport OperaƟons.

For this project, all communicaƟons with ATC Ground Control will be made by Airport OperaƟons staff, and/or the project engineer.

NOTAMS

The contractor shall coordinate with the Airport OperaƟons personnel and the project engineer for the issuance of all NOTAMs related to the project construcƟon. Airport OperaƟons and FAA shall generate, and issue NOTAMs based on Contractor construcƟon schedule and facility impacts.

EMERGENCY NOTIFICATION PROCEDURES

In case of a life-threatening situaƟon, dial 911 and Airport OperaƟons immediately thereaŌer. Airport OperaƟons will coordinate any emergency response.

COORDINATION WITH ARFF

Weekly construcƟon progress meeƟngs will be held throughout the duraƟon of the project and prior to commencement of work area changes. At this Ɵme, ARFF will be noƟfied of rerouƟng, blocking and restoraƟon of emergency access routes.

NOTIFICATION TO THE FAA

Submissions of both Permanent and Temporary 7460-1’s have been /will be submiƩed to FAA for Airspace review. Local FAA Technical OperaƟons will need to be contacted to check all NAVAIDs shut down during construcƟon.

INSPECTION REQUIREMENTS

FOD INSPECTION

The Contractor shall keep the project site and vehicles clean, employing a “clean as you go” approach throughout the project.

AIRPORT OPERATIONS DAILY INSPECTION

OperaƟons Officers conduct daily airfield inspecƟons. This inspecƟon includes a visual inspecƟon of all airfield-paved areas and safety areas to ensure compliance with FAR Part 139.327.

CONTRACTOR INSPECTION

Prior to opening work areas and pavement to aircraŌ operaƟons, the Contractor must coordinate with the project engineer and Airport operaƟons for inspecƟon of the work area. Pavement must be free of all dirt, sand, gravel, wire bristles or any other objects that could cause damage to aircraŌ engines. All soil areas must be free of dirt clods, ruts, or surface irregulariƟes that could damage an aircraŌ should it leave the pavement. Daily inspecƟons must be completed to ensure all traffic control devices are in proper locaƟon and working order.

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FINAL INSPECTION

A Final InspecƟon shall be completed of all construcƟon acƟviƟes and be coordinated by the project engineer, while aƩended by the Prime Contractor and Airport RepresentaƟves.

UNDERGROUND UTILITIES

Prior to performing any work on airport property (inside or outside of the security fence), the Contractor shall contact Call Before You Dig (1-800-922-4455) to coordinate a site visit and mark out all available uƟliƟes. Furthermore, it is the Contractors responsibility to locate and verify all underground uƟliƟes shown on the plans. The Contractor should be made aware that the underground uƟlity informaƟon shown on the plans may not show everything located underground, and it shall be his/her responsibility to further locate addiƟonal uƟliƟes.

PENALTIES

CONSTRUCTION SUSPENSION

BDR will immediately suspend all construcƟon acƟviƟes if and when:

A Contractor or their subcontractor(s) employee enters a porƟon of the AOA which is outside of the project limits (Vehicle/Pedestrian DeviaƟon (V/PD)

Material delivery is not properly escorted.

Insufficient number of escorts available to complete the work within a given phase.

Work shall not resume unƟl authorized by BDR.

EXPULSION OF NON-COMPLIANT EMPLOYEES

BDR may permanently prohibit any Consultant and/or Contractor employee acƟng in violaƟon with Airport/FAA/TSA rules and regulaƟons from entering or working on airport property.

SPECIAL CONDITIONS

No Special CondiƟons

RUNWAY AND TAXIWAY VISUAL AIDS

The areas where aircraŌ will be operaƟng will be clearly and visibly separated from construcƟon areas, including closed runways. Throughout the duraƟon of the construcƟon project, verify that these areas remain clearly marked and visible at all Ɵmes and that marking, lighƟng, signs, and visual NAVAIDs remain in place and operaƟonal.

The Contractor shall protect and maintain acƟve all lighƟng and signage of acƟve airfield pavements at all Ɵmes. The Contractor shall install cable jumpers if necessary to maintain acƟve airfield pavements lighƟng and signage during construcƟon. Airport markings, lighƟng, signs and visual NAVAIDs direcƟng aircraŌ to closed areas of the airport will be covered, removed, or disabled during construcƟon.

MARKINGS AND SIGNS FOR ACCESS ROUTES

Pavement markings and signs for construcƟon personnel will conform to AC 150/5340-18 and, to the extent pracƟcable, with the Federal Highway AdministraƟon Manual on Uniform Traffic Control Devices (MUTCD) and/or State highway specificaƟons. Signs adjacent to areas used by aircraŌ will comply with the

RUNWAY 11-29 AND TERMINAL PARKING LOT REHABILITATION PAGE 14

frangibility requirements of AC 150/5220-23, Frangible ConnecƟons, which may require modificaƟon to size and height guidance in the MUTCD.

HAZARD MARKING, LIGHTING, AND SIGNAGE

LOW PROFILE CONSTRUCTION BARRICADES

The Contractor shall coordinate with BDR to furnish low-profile, water-filled construcƟon barricades in accordance with FAA Advisory Circular (AC) 150/5370-2, current ediƟon. The Contractor shall place and maintain the barricades as shown on the CSPP. All barricades for each construcƟon sequence shall be in place prior to starƟng work in each construcƟon sequence.

PORTABLE LIGHTED RUNWAY CLOSURE CROSSES

The Contractor shall coordinate with BDR to furnish portable lighted runway closure crosses in accordance with FAA Advisory Circular (AC) 150/5370-2, current ediƟon. The Contractor shall place and maintain the portable lighted runway closure crosses as shown on the CSPP. All portable lighted runway closure crosses shall be in place prior to starƟng work in each construcƟon sequence.

Lighted Runway Closure X’s will be uƟlized during construcƟon of Runway 11-29 for Work Areas 1, 2, 3A/3B, and 4.

PROTECTION OF RUNWAY AND TAXIWAY SAFETY AREAS

Unless officially closed by BDR and/or the FAA, no construcƟon acƟvity shall encroach on an acƟve runway or taxiway, or on any acƟve runway OFZ. Where aircraŌ may be required to taxi along or adjacent to acƟve work areas, low profile barricades shall be placed at the limits of the construcƟon as appropriate and shown on the CSPP.

RUNWAY SAFETY AREAS (RSA)

The RSA at BDR are 500 feet wide and extend 1,000 feet and 600 feet beyond the runway ends. No construcƟon is permiƩed inside the RSA’s when the runway is open. When construcƟon acƟvity is near the runway safety areas, Visual Barriers consisƟng of wooden survey stakes painted orange and spaced 25 feet apart are used to provide a visual cue to construcƟon workers. Open trenches and excavaƟons are not permiƩed within the RSA while the Runway is open.

RUNWAY OBJECT FREE AREAS (ROFA)

The ROFA’s at BDR are 800 feet wide and extend 1,000 feet and 600 feet beyond the runway ends.

ConstrucƟon is permiƩed inside the ROFA’s. Visual barriers consisƟng of wooden survey stakes painted orange and spaced 25 feet apart are used to provide a visual cue to construcƟon workers when working in or near the ROFA’s. Stockpiles, materials, or other construcƟon related materials are prohibited in the ROFA’s. The plans do not permit construcƟon within the ROFA of an acƟve runway as a preferred pracƟce.

Work inside the ROFA may be required on a case-by-case basis and will be coordinated with airport operaƟons through the construcƟon progress meeƟngs.

TAXIWAY OBJECT FREE AREAS (TOFA)

The TOFA is defined as an area along the sides of taxiway suitable for reducing the risk of damage to an airplane operaƟng on the taxiway. Work inside the TOFA may be required on a case-by-case basis and will

RUNWAY 11-29 AND TERMINAL PARKING LOT REHABILITATION PAGE 15

be coordinated with airport operaƟons through the construcƟon progress meeƟngs. Open trenches and excavaƟons are not permiƩed within the TSA while the Taxiway is open.

FEDERAL AVIATION REGULATION (FAR) PART 77 AND RUNWAY APPROACH/DEPARTURE SURFACES

ConstrucƟon material, equipment, and acƟviƟes shall not penetrate the FAA Part 77 Navigable Airspace (Primary and Approach) Surfaces, threshold siƟng surfaces or departure surfaces of acƟve runways.

OTHER LIMITATIONS ON CONSTRUCTION

The construcƟon Contractor is responsible for the following:

The Contractor will submit a SPCD to the airport operator describing how it will comply with the requirements of the CSPP. The Contractor should provide any details that could not be determined before the contract is awarded. The SPCD will include a cerƟficaƟon statement by the contractor that indicates it understands the operaƟonal safety requirements of the CSPP and it asserts it will not deviate from the approved CSPP and SPCD unless wriƩen approval is granted by BDR. Any construcƟon pracƟce proposed by the contractor that does not conform to the CSPP and SPCD may impact the airport’s operaƟonal safety and will require a revision to the CSPP and SPCD and re-coordinaƟon with the Engineer, BDR and the FAA in advance.

Keep available at all Ɵmes copies of the CSPP and SPCD for reference by the airport operator and its representaƟves, and by subcontractors and contractor employees.

Ensure that construcƟon personnel are familiar with safety procedures and regulaƟons at TYS.

Provide a point of contact to BDR and the Engineer who will coordinate an immediate response to correct any construcƟon-related acƟvity that may adversely affect the operaƟonal safety of the airport.

IdenƟfy in the SPCD the contractor’s on-site employees responsible for monitoring compliance with the CSPP and SPCD during construcƟon. At least one of these employees will be on-site whenever acƟve construcƟon is taking place.

Conduct inspecƟons sufficiently frequently to ensure construcƟon personnel comply with the CSPP and SPCD and that there are no altered construcƟon acƟviƟes that could create potenƟal safety hazards.

Restrict movement of construcƟon vehicles and personnel to permiƩed construcƟon areas by flagging, barricading, or providing escorts, as appropriate and as specified.

Ensure that no contractor employees, employees of subcontractors or suppliers, or other persons enter any part of the AOA from the construcƟon site unless authorized.

Ensure prompt submiƩal through the airport operator of Form 7460-1 for the purpose of conducƟng an aeronauƟcal study of contractor equipment such as tall equipment (cranes, concrete pumps, and other equipment), stock piles, and haul routes when different from cases previously filed by the Engineer and BDR. The FAA encourages online submiƫng forms for expediency.

RUNWAY 11-29 AND TERMINAL PARKING LOT REHABILITATION PAGE 16

APPENDIX A – CONSTRUCTION SAFETY AND PHASING PLANS

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GRAPHIC SCALE (FEET)

100 200 400

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CONTRACTOR STAGING AREA

(PHASE 1, 2, 3A, AND 5)

CONTRACTOR HAUL ROUTE

(PHASE 1, 2, 3A, 5, AND 6A)

WORK AREA (PHASE 1)

WORK AREA (PHASE 2)

WORK AREA (PHASE 3A / 3B)

WORK AREA (PHASE 4)

WORK AREA (PHASE 5)

WORK AREA (PHASE 6A / 6B)

WORK AREA (PHASE 7)

CONTRACTOR'S STAGING AREA

RUNWAY OBJECT FREE AREA

RUNWAY SAFETY AREA

CONTRACTOR'S HAUL ROUTE

TENANT'S TRAVEL ROUTE

LEGEND

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LOCALIZER

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RUNWAY 11-29

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CONTRACTOR'S STAGING AREA

(PHASE 3B AND 4)

SAFETY AND PHASING NOTES

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

SPECIFIED ON THE PLANS OR AS APPROVED BY THE OWNER AND/OR

ENGINEER. OFF-SITE AND ON-SITE HAUL ROUTES SHALL BE MAINTAINED

BY THE CONTRACTOR AND KEPT CLEAN AT ALL TIMES. THE

CONTRACTOR SHALL RESTORE ALL HAUL ROUTES, WHETHER THEY ARE

LOCATED ON AIRPORT PROPERTY OR OFF AIRPORT PROPERTY, TO THEIR

ORIGINAL CONDITION UPON COMPLETION OF CONSTRUCTION. THE

BEFORE AND AFTER CONDITION OF ON-SITE HAUL ROUTES SHALL BE

JOINTLY DOCUMENTED BY THE CONTRACTOR AND THE ENGINEER. ANY

FENCING, BARRICADES, DRAINAGE, OR ACCESS POINTS ON THE AIRPORT

SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE APPROVED

BY THE OWNER AND/OR ENGINEER PRIOR TO THE WORK. THE

CONTRACTOR SHALL KEEP HAUL ROUTES FREE OF FOREIGN DEBRIS.

THERE SHALL BE NO TRACKING OF MATERIALS ONTO AIRPORT OR PUBLIC

ROADS/PAVEMENTS. ALL COSTS ASSOCIATED WITH HAUL ROUTE AND

STAGING AREA RESTORATION AND CLEAN-UP SHALL BE INCLUDED IN

MST-02. THE CONTRACTOR SHALL RESTORE DISTURBED AREAS USED FOR

HAUL ROUTES AND OTHER IMPACTED WORK AREAS OF TURF AND PAVING

TO PRE-CONSTRUCTION CONDITION (OR BETTER) PRIOR TO OPENING

TAXIWAYS, APRONS OR RUNWAYS FOR USE.

2. ALL CONSTRUCTION MATERIALS TO BE DELIVERED TO THE SITE ARE

REQUIRED TO USE THE DESIGNATED CONSTRUCTION ENTRANCE (GATES

F AND S) AT ALL TIMES. ATTEMPTED DELIVERIES AT OTHER GATES WILL

BE TURNED AWAY.

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

CONSTRUCTION VEHICLES SHALL NOT BACKUP TRAFFIC ON ROADWAYS

OR BLOCK INTERSECTIONS.

4. CONSTRUCTION TRAFFIC AND EQUIPMENT FROM OTHER PROJECTS MAY

BE OPERATING CONCURRENTLY WITH THIS CONTRACT. IT SHALL BE THE

SOLE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE

ALTERNATE ROUTE(S) IN THE EVENT OF A CONFLICT WITH OTHER

CONTRACTORS AND THEIR FORCES.

5. REFER TO SAFETY AND PHASING DETAILS ON SHEET G.2.01 FOR

CONSTRUCTION TRAFFIC SIGN LEGEND INFORMATION.

6. RUBBER-TIRED VEHICLES ONLY ARE ALLOWED ON PAVED SURFACES.

7. NO PEDESTRIAN OR VEHICLE TRAFFIC OUTSIDE OF THE DESIGNATED

CONSTRUCTION WORK LIMITS SHALL BE PERMITTED.

8. THE CONTRACTOR SHALL CONTROL DUST FROM ALL HAUL ROUTES

UTILIZED FOR THIS PROJECT.

9. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY SERVICE FOR

THE CONNECTIONS FOR USE IN THE FIELD OFFICE FOR THE DURATION

OF THIS PROJECT. ALL COSTS ASSOCIATED WITH SETUP, MAINTENANCE,

AND REMOVAL SHALL BE INCLUDED IN THE COST FOR ITEM MST-01.

10. THE CONTRACTOR SHALL KEEP AND OPERATE A POWER BROOM TO

SWEEP AIRFIELD PAVEMENTS NEAR THE PROJECT SITE AND KEEP THEM

FREE OF DUST AND FOREIGN OBJECT DEBRIS (FOD) AT ALL TIMES. THE

CONTRACTOR SHALL PERFORM FOD INSPECTION AT THE END OF EVERY

SHIFT.

11. ALL SOIL STOCKPILES SHALL BE OUTSIDE OF THE SAFETY AREAS.

12. THE GATES USED FOR SITE ACCESS MUST BE CLOSED AND RELOCKED (IF

NOT AN ELECTRICALLY OPERATED GATE) AT ALL TIMES UNLESS

REQUIRED FOR EQUIPMENT AND/OR MATERIAL DELIVERIES. WHEN

ACTIVE HAULING IS TAKING PLACE AT A MANUALLY OPERATED GATE,

THE CONTRACTOR SHALL PROVIDE GATE SECURITY. ALL COST FOR THIS

SHALL BE INCLUDED UNDER ITEM MST-102.

13. RUNWAY 6-24 AND ALL OPEN TAXIWAY LIGHTING CIRCUITS MUST REMAIN

OPERATIONAL DURING CONSTRUCTION UNLESS OTHERWISE SPECIFIED.

THE CONTRACTOR SHALL PROVIDE TEMPORARY JUMPER CABLES FOR

THE EXISTING LIGHTING SYSTEMS AND KEEP THEM OPERATIONAL

THROUGH OUT ALL PHASES OF CONSTRUCTION.

14. WORK HOURS ARE 7:00 A.M. TO 5:00 P.M. IF THE CONTRACTOR WOULD

LIKE TO WORK OUTSIDE OF THOSE HOURS, THEY SHALL NOTIFY THE RPR

AND AIRPORT MANAGER AT LEAST 48 HOURS IN ADVANCE.

15. THE CONSTRUCTION NOTICE TO PROCEED DATE IS DEPENDENT UPON

APPROVAL FROM THE CITY TO BID AS WELL AS PERMIT APPROVAL FROM

CTDEEP.

16. TOTAL CONTRACT TIME FROM CONSTRUCTION NOTICE TO PROCEED TO

SUBSTANTIAL COMPLETION SHALL BE 120 CONSECUTIVE CALENDAR

DAYS, IF THE ENTIRE PROJECT IS AWARDED. IF ONLY THE BASE BID IS

AWARDED, THE TOTAL CONTRACT TIME SHALL BE 90 CONSECUTIVE

CALENDAR DAYS.

17. THE CONTRACTOR SHALL INSTALL ALL REQUIRED EROSION AND

SEDIMENT CONTROL MEASURES SPECIFIED IN THE PLANS PRIOR TO THE

START OF CONSTRUCTION. THIS INCLUDES PREPARATION OF STAGING,

STOCKPILE, AND PARKING AREAS.

18. THE CONTRACTOR SHALL INSTALL AND MAINTAIN LIGHTED RUNWAY

CLOSURE MARKERS AT BOTH ENDS OF RUNWAY 11-29 FOR THE

DURATION OF THE PROJECT.

CONTRACTOR HAUL ROUTE:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING STATE AND

LOCAL RULES AND REGULATIONS FOR HAULING MATERIALS ON PUBLIC

ROADWAYS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR KNOWING AND

UNDERSTANDING ANY TRAVEL RESTRICTIONS THEY MAY ENCOUNTER

PRIOR TO ACCESSING THE AIRPORT.

3. CONTRACTOR SHALL BE RESTRICTED FROM NAVIGATING THROUGH

RESIDENTIAL AREAS, EXCEPT WHERE REQUIRED. SHOULD COMPLAINTS

BE RECEIVED FROM RESIDENTS ALONG ROUTE, THE CONTRACTOR SHALL

BE REQUIRED TO CHANGE ROUTES WITHIN 24-HOURS.

4. CONTRACTOR SHALL REFERENCE THE CTDOT TRAVEL GATEWAY FOR

UP-TO-DATE ROADWAY CLOSURES AND RESTRICTIONS WHICH MAY

IMPACT NAVIGATION TO AND FROM THE PROJECT SITE.

TENANT TRAFFIC ROUTE:

1. CONTRACTOR SHALL BE REQUIRED TO UTILIZE CONSTRUCTION CONES

TO SEPARATE THE EXISTING LOOP ROAD DESIGNATED FOR TENANTS

INTO TWO SINGLE LANES TRAVELING IN OPPOSITE DIRECTIONS.

2. CONSTRUCTION CONES SHALL BE PLACED NO LESS THAN 10-FEET APART.

PLACEMENT SHALL ALLOW FOR ACCESS AND EGRESS TO/FROM PARKING

LOTS.

3. CONTRACTOR SHALL COVER/OBSCURE ANY EXISTING ROAD SIGNS WHICH

CAUSE CONFUSION TO TRAVELERS OR CONTRADICT TEMPORARY TRAFFIC

PATTERN, AS IDENTIFIED BY THE RPR.

4. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL

APPLY A WHITE STOP BAR AND DIRECTIONAL ARROWS IN EACH LANE.

LOCATION STIPULATED BY THE RPR.

5. COSTS ASSOCIATED WITH ALL COMPONENTS OF THE TENANT TRAFFIC

ROUTE SHALL BE CONSIDERED INCLUSIVE TO ITEM MST-02.

PHASE 1 PHASE 2 PHASE 3A PHASE 4

PHASE 7

CONTRACTOR'S

ACCESS GATE F

ELECTRICAL

VAULT

PHASE 5

PROJECT DURATION TABLE (BASE BID)

PHASE CALENDAR DAYS REMARKS

1 37

2 21

3A 03 RUNS CONCURRENT TO PHASE 2

3B 03 RUNS CONCURRENT TO PHASE 4

4 28

5 09 RUNS CONCURRENT TO PHASE 1

TOTAL DURATION 90

PHASE 3B

CONTRACTOR STAGING AREA

(PHASE 6)

TWY G

PROJECT DURATION TABLE (BID ALTERNATES)

PHASE CALENDAR DAYS REMARKS

6A (ALT 1)

IF AWARDED, WORK IS TO BE

COMPLETED AFTER BASE BID WITH A

MAXIMUM OF 30 DAYS ALLOTTED FOR

COMPLETION OF ALL PHASES.

CONTRACTOR TO SUPPLY SCHEDULE.

6B (ALT 1) START UPON COMPLETION OF PHASE 6A

7 (ALT 2) IF AWARDED; COMPLETED BEFORE 6A/6B

7 (ALT 3) IF AWARDED; COMPLETED BEFORE 6A/6B

7 (ALT 4) IF AWARDED; COMPLETED BEFORE 6A/6B

7 (ALT 5) IF AWARDED; COMPLETED BEFORE 6A/6B

7 (ALT 6) IF AWARDED; COMPLETED BEFORE 6A/6B

TOTAL DURATION 30 SUBJECT TO CHANGE PENDING AWARDED ALTs

PHASE 6A

PHASE 6B

12/17/2025

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Drawing Copyright © 2025

317.786.0461 . www.chasolutions.com Indianapolis, IN 46204

201 N. Illinois Street, Suite 800

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WORK AREA (PHASE 1)

1. PHASE 1 DURATION SHALL BE 37 CALENDAR DAYS.

2. THE FOLLOWING GENERAL SCOPE ITEMS SHALL BE COMPLETED:

· INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES

· INSTALLATION OF MAINTENANCE AND PROTECTION OF TRAFFIC MEASURES

· MILLING OF EXISTING ASPHALT (VARIABLE DEPTH)

· PARTIAL DEPTH REMOVAL OF EXISTING ASPHALT SHOULDERS (VARIABLE

DEPTH)

· REMOVAL OF EXISTING EDGE LIGHT FIXTURES, ISOLATION TRANSFORMERS,

AND ELECTRICAL WIRE

· CRACK REPAIR

· PLACEMENT OF P-401; HOT MIX ASPHALT

· INSTALLATION OF EDGE LIGHT FIXTURES, ISOLATION TRANSFORMERS, AND

ELECTRICAL WIRE

· PLACEMENT OF TOPSOIL, SEEDING, AND MULCHING

3. THE LIMITS OF THIS PHASE EXTEND FROM RUNWAY 11-29 STA. 4+10 TO STA.

35+85.

GRAPHIC SCALE (FEET)

100 200 400

N

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MAIN STREET (SR 113)

LORDSHIP BLVD

CONTRACTOR'S

ACCESS GATE F

CONTRACTOR PHASING AREA

(PHASE 1, 2, 3A, AND 5)

CONTRACTOR

HAUL ROUTE

TENANT

TRAFFIC ROUTE

E

C

B

PHASE 1

LOW PROFILE BARRICADES

(TYP.)

G.2.01

CONSTRUCTION SIGN

(TYP.)

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CONTRACTOR STAGING AREA

CONTRACTOR HAUL ROUTE

TENANT TRAFFIC ROUTE

CONSTRUCTION BARRICADE

CONSTRUCTION CONES

RUNWAY CLOSURE LIGHTED "X"

COVER EDGE LIGHT / GUIDANCE SIGN

GATE GUARD

ESCORT

CONSTRUCTION WAYFINDING SIGNAGE

RUNWAY SAFETY AREA

RUNWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE AREA

LEGEND

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WORK AREA (PHASE 1)

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COVER EDGE LIGHTS AND GUIDANCE

SIGNS OF PARTIALLY CLOSED

TAXIWAYS WITHIN WORK AREA (TYP.)

AIRFIELD OPERATIONAL LIMITATIONS

FACILITY PHASE 1 LIMITATIONS

RUNWAY 11-29 CLOSED

RUNWAY 6-24 NONE

TAXIWAY A NONE

TAXIWAY D CLOSED EAST OF TW H

TAXIWAY E CLOSED SOUTH OF TW D

TAXIWAY G CLOSED

TAXIWAY H CLOSED BETWEEN TW D AND TW G

TAXIWAY J CLOSED

TAXIWAY K CLOSED

NAVIGATIONAL AID RESTRICTIONS

FACILITY PHASE 1 RESTRICTIONS

RUNWAY 11-29 RUNWAY EDGE LIGHTS, THRESHOLD

LIGHTS, REIL , AND PAPI

RUNWAY 6-24 ILS, DME, VOR NONE

APPROACH/DEPARTURE PROCEDURE RESTRICTIONS

FACILITY PHASE 1 RESTRICTIONS

RUNWAY 11-29 ALL PROCEDURES NOTAM OUT OF SERVICE

RUNWAY 6-24 NONE

TYPE 2 BARRICADES 1

G.2.01

PAPI

REILS

LIGHTED RUNWAY

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GRAPHIC SCALE (FEET)

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Drawing Copyright © 2025

317.786.0461 . www.chasolutions.com Indianapolis, IN 46204

201 N. Illinois Street, Suite 800

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LEGEND

WORK AREA (PHASE 2)

WORK AREA (PHASE 3A)

CONTRACTOR STAGING AREA

CONTRACTOR HAUL ROUTE

TENANT TRAFFIC ROUTE

CONSTRUCTION BARRICADE

CONSTRUCTION CONES

RUNWAY CLOSURE LIGHTED "X"

COVER EDGE LIGHT / GUIDANCE SIGN

GATE GUARD

ESCORT

CONSTRUCTION WAYFINDING SIGNAGE

RUNWAY SAFETY AREA

RUNWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

TAXIWAY OBJECT FREE AREA

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-2

MAIN STREET (SR 113)

LORDSHIP BLVD

TENANT

TRAFFIC ROUTE

A

E

C

B

CONTRACTOR PHASING AREA

(PHASE 1, 2, 3A, AND 5)

CONTRACTOR

HAUL ROUTE

LOW PROFILE BARRICADES

(TYP.)

G.2.01

LIGHTED RUNWAY

CLOSURE MARKER (TYP.)

G.2.01

CONSTRUCTION SIGN

(TYP.)

G.2.01

PHASE 2 PHASE 3A

TWY G

GG

ES

COVER EDGE LIGHTS AND GUIDANCE

SIGNS OF PARTIALLY CLOSED

TAXIWAYS WITHIN WORK AREA (TYP.)

AIRFIELD OPERATIONAL LIMITATIONS

FACILITY PHASE 2 LIMITATIONS PHASE 3A LIMITATIONS

RUNWAY 11-29 CLOSED CLOSED

RUNWAY 6-24 NONE CLOSED

TAXIWAY A CLOSED BETWEEN TW D AND TW G CLOSED

TAXIWAY D CLOSED EAST OF TW H CLOSED

TAXIWAY E NONE CLOSED

TAXIWAY G CLOSED CLOSED

TAXIWAY H CLOSED BETWEEN TW D AND TW G CLOSED

TAXIWAY J CLOSED CLOSED

TAXIWAY K CLOSED CLOSED

NAVIGATIONAL AID RESTRICTIONS

FACILITY PHASE 2 RESTRICTIONS PHASE 3A RESTRICTIONS

RUNWAY 11-29 RUNWAY EDGE LIGHTS, THRESHOLD

LIGHTS, REIL , AND PAPI

RUNWAY EDGE LIGHTS, THRESHOLD

LIGHTS, REIL , AND PAPI

RUNWAY 6-24 ILS, DME, VOR NONE OUT OF SERVICE

APPROACH/DEPARTURE PROCEDURE RESTRICTIONS

FACILITY PHASE 2 RESTRICTIONS PHASE 3A RESTRICTIONS

RUNWAY 11-29 ALL PROCEDURES NOTAMED OUT OF SERVICE ALL PROCEDURES NOTAMED OUT OF SERVICE

RUNWAY 6-24 NONE ALL PROCEDURES NOTAMED OUT OF SERVICE

CONTRACTOR'S

ACCESS GATE F

TYPE 2 BARRICADES

G.2.01

WORK AREA (PHASE 2)

1. PHASE 2 DURATION SHALL BE 21 CALENDAR DAYS.

2. THE FOLLOWING GENERAL SCOPE ITEMS SHALL BE COMPLETED:

· INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES

· INSTALLATION OF MAINTENANCE AND PROTECTION OF TRAFFIC MEASURES

· MILLING OF EXISTING ASPHALT (VARIABLE DEPTH)

· PARTIAL DEPTH REMOVAL OF EXISTING ASPHALT SHOULDERS (VARIABLE DEPTH)

· REMOVAL OF EXISTING EDGE LIGHT FIXTURES, ISOLATION TRANSFORMERS, AND

ELECTRICAL WIRE

· CRACK REPAIR

· PLACEMENT OF P-401; HOT MIX ASPHALT

· INSTALLATION OF EDGE LIGHT FIXTURES, ISOLATION TRANSFORMERS, AND ELECTRICAL

WIRE

· PLACEMENT OF TOPSOIL, SEEDING, AND MULCHING

3. THE LIMITS OF THIS PHASE EXTEND FROM RUNWAY 11-29 STA. 35+85 TO STA. 38+05.

4. THE CONTRACTOR SHALL PROVIDE AN ESCORT TRAINED IN ACCORDANCE WITH FAA AC

150/5210-20 GROUND VEHICLE OPERATIONS ON AIRPORTS TO COMMUNICATE DIRECTLY

WITH THE ATCT VIA RADIO. THE ESCORT WILL CONTROL CONSTRUCTION TRAFFIC

ACROSS ACTIVE PAVEMENTS BETWEEN STAGING AREA AND WORK AREA PHASE 2. THE

ESCORT MUST BE ON DUTY WHILE CONSTRUCTION PERSONNEL ARE ON SITE DURING THIS

PHASE.

5. THE CONTRACTOR SHALL FURNISH AND MAINTAIN AIRPORT RADIOS FOR HIS/HER

SUPERINTENDENT AND ALL BADGED ESCORTS. RADIOS SHALL BE CAPABLE OF

MONITORING AND TRANSMITTING OVER THE AIRPORT'S GROUND CONTROL FREQUENCY.

THE SUPERINTENDENT AND ALL BADGED ESCORTS SHALL MONITOR THE AIRPORT'S

GROUND CONTROL FREQUENCY (121.75 MHZ) CONTINUOUSLY WHEN THE ATCT IS

OPERATIONAL. WHEN THE ATCT IS CLOSED, THE CTAF FREQUENCY (120.9 MHZ) SHALL BE

MONITORED.

6. THE CONTRACTOR MUST INSPECT ACTIVE PAVEMENTS REGULARLY AND REMOVE FOD VIA

SWEEPING THROUGHOUT EACH WORK DAY.

WORK AREA (PHASE 3A)

1. PHASE 3A DURATION SHALL BE 3 CALENDAR DAYS, AND…