EUGENE AIRPORT

CONCOURSE A PASSENGER

BOARDING BRIDGE UPGRADES

CONSTRUCTION SAFETY AND

PHASING PLAN (CSPP)

July 2026

CONSTRUCTION SAFETY

AND PHASING PLAN

(CSPP)

Volume No. 1

July 2026

EUGENE, OREGON

Prepared by RS&H, Inc. at the direction of EUGENE AIRPORT

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Construction Safety Access Plans (CSPP)

TABLE OF CONTENTS

Section 1 Overview

Section 2 Scope of Work

Section 3 Plan Requirements

3.1 Project Coordination

3.1.1 Pre-design Conference

3.1.2 Pre-bid Conference

3.1.3 Pre-Construction Conference

3.1.4 Contractor Progress Meetings

3.1.5 Scope of Schedule Changes

3.1.6 FAA ATO Coordination

3.2 Phasing

3.2.1 Phase Elements

3.2.2 Construction Safety Drawings

3.3 Areas of Operations Affected by the Construction Activity

3.3.1 Identification of Affected Areas

3.3.2 Mitigation of Effects

3.4 Protection of Navigation Aids (NAVAIDs)

3.5 Contractor Access

3.5.1 Location of Stockpiled Construction Materials

3.5.2 Vehicle and Pedestrian Operations

3.6 Wildlife Management

3.6.1 Trash

3.6.2 Standing Water

3.6.3 Poorly Maintained Fencing and Gates

3.7 Foreign Object Debris (FOD) Management

3.8 Hazardous Materials (HAZMAT) Management

3.9 Notification of Construction Activities

3.9.1 Points of Contact/List of Responsible Representatives

3.9.2 Notices to Airmen (NOTAM)

3.9.3 Emergency Notification Procedures

3.9.4 Coordination with ARFF Personnel

3.9.5 Notification to the FAA

3.10 Inspection Requirements

3.10.1 Daily (or more frequent) inspections

3.10.2 Final Inspections

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Construction Safety Access Plans (CSPP)

3.11 Underground Utilities

3.12 Penalties

3.13 Special conditions

3.14 Runway and Taxiway Visual Aids

3.15 Marking and Signs for Access Routes

3.16 Hazard Marking and Lighting

3.16.1 Purpose

3.16.2 Equipment

3.17 Protection of Runway and Taxiway Safety Areas

3.18 Other Limitations on Construction

P L A N R E Q U I R E M E N T S

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Construction Safety Access Plans (CSPP) 3

S E C T I O N 1

OVERVIEW

Aviation safety is the primary consideration at airports, especially during construction. The airport operator’s

Construction Safety and Phasing Plan (CSPP) and the contractor’s Safety Plan Compliance Document (SPCD) are the primary tools to ensure safety compliance when coordinating construction activities with airport operations. These documents identify all aspects of the construction project that pose a potential safety hazard to airport operations and outline respective mitigation procedures for each hazard.

The CSPP sets forth benchmarks and requirements for the project to help ensure the highest levels of safety, security, and efficiency at the airport at the time of construction. Guideline requirements for the CSPP are developed from FAA Advisory Circular 150/5370-2G Operational Safety on Airports during Construction.

The CSPP is a standalone document, written to correspond with the safety and security requirements set forth in AC 150/5370-2G, the airport safety and security requirements, and local codes and requirements.

The CSPP is to be used by all personnel involved in the project. The CSPP covers the actions of not only the construction personnel and equipment, but also the actions of inspection personnel, airport staff, aircraft, and aeronautical users.

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

The Contractor shall be required to submit a SPCD to the Airport describing how the Contractor will comply with the requirements set forth in this CSPP. The SPCD shall be drafted as required in AC 150/5370-2G. The

SPCD must be submitted to the Airport for approval prior to issuance of the Notice to Proceed. The SPCD must also include a certification statement by the contractor stating that it understands the operational safety requirements detailed in this CSPP and SPCD. The contractor’s certification statement will also assert that there will be no deviation from the approved construction practices contained within either of these documents.

In the event the Contractor’s activities are found in non-compliance with the provisions of the CSPP or the

SPCD, the Airport Engineer will direct the Contractor, in writing, to immediately cease those operations in violation. In addition, a safety meeting will be conducted for the purpose of reviewing those provisions in the CSPP/SPCD which were violated. The Contractor will not be allowed to resume any construction operations until conclusion of the safety meeting and all corrective actions required by the contractor have been implemented.

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S E C T I O N 2

SCOPE OF WORK

Eugene Airport (EUG) is seeking to relocate Gate A6 to improve operational efficiency at the airport. This includes replacing the current jet bridge at Gate A6 and installing a new jet bridge with fixed bridge sections at a new location. The existing jet bridge at Gate A5 will also be replaced but in the current location.

Necessary construction locations, activities, and associated costs have been identified and their impact to airport operations has been assessed. The impact of work to Airport Operations Areas (AOA) is discussed in detail below in Section 3, Plan Requirements and graphically depicted in the attached Safety and Phasing exhibits referenced in the previous paragraph. These exhibits will be made part of the drawing set issued to the contractor for bidding and construction.

S E C T I O N 3

PLAN REQUIREMENTS

3.1 PROJECT COORDINATION

Airport or tenants conducting construction on their properties will use pre-design, pre-bid, and pre-construction conferences to introduce the subject of airport operational safety during construction. In addition, construction progress meetings, scope of schedule changes, and meetings with the FAA Air Traffic

Organization (ATO) will be coordinated as required through the performance of the contract.

3.1.1 Pre-design Conference

A pre-design conference was convened and conducted by the Airport. In attendance were representatives from EUG Operations, members of the EUG Staff, and representatives from RS&H. This meeting was used to discuss various items relating to design parameters, airport safety, routing of aircraft and equipment, sequencing of construction operations, environmental considerations, and any other requirements pertinent to the project. This pre-design conference was essential in identifying and outlining potential effects and/or conflicts to airport operations during construction.

3.1.2 Pre-bid Conference

The Airport will conduct a non-mandatory pre-bid conference to help clarify and explain construction methods, procedures, and safety measures required by the contract.

A focus of the Pre-bid Conference will be to cover relevant information concerning the contractor’s requirements for developing and submitting an SPCD for review and approval. This will include both general and specific elements required in the SPCD. In addition, information on how the contractor shall format the

Construction Safety Access Plans (CSPP) 5 document to illustrate their plans for compliance with those provisions detailed out within this CSPP will also be provided.

Any changes or modifications recommended during the conference will be included in an addendum to the bid documents. A copy will be furnished to each prospective bidder who registered on the website.

3.1.3 Pre-Construction Conference

A pre-construction conference will be held with the contractor, Airport, Airport Stakeholders and RS&H to discuss operational safety and security, quality control testing, quality acceptance testing, labor requirements, environmental factors, and other issues. This meeting, among all parties affected by the construction, should assist in a better understanding of potential problems and possible solutions for the course of the performance of this contract.

The pre-construction conference shall be conducted as soon as practicable after the contract has been awarded and before issuance of the notice to proceed.

The expected participants for this meeting shall include the following parties:

1. Sponsor’s engineer/architect

2. Resident engineer (as applicable)

3. Airport management

4. Testing laboratory representative

5. Contractor and subcontractor(s)

6. Contractor’s project superintendent and administrator

7. Airport users impacted by the proposed construction

8. Utility companies affected by the proposed construction

9. Federal, state, or local agencies affected by the proposed construction

10. Representative of FAA Airports regional or field office

RS&H will prepare an agenda prior to the pre-construction conference. This will include but is not limited to:

1. The scope of the project and the sequence and timing of all operations.

2. Relationship between the Airport representative and the Contractor.

3. Relationship between the FAA and the sponsor.

4. Identification of the contractor’s superintendent and a discussion of his/her authority and responsibilities.

5. Designation of sponsor representative responsible for notifying the Flight Service Station serving the airport of the proposed start and completion dates of construction or of any circumstances requiring a NOTAM. Planned coordination (Airport Management), control and communications needed for those closures and crossings identified for this project are discussed in detail in Section 3.9, Notification of Construction Activities.

6. Scheduling of work and the need to perform certain items at various stages of the project, including operational safety problems that might arise because of the proposed work.

7. Notice to proceed date.

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8. Safety during construction, including the responsibility for marking and lighting of closed and hazardous areas. See AC 150/5370-2G Operational Safety on Airports During Construction and AC 150/5340-1M Standards for Airport Markings, current edition, for detailed information.

9. Security and Badging requirements

10. The need for continuing vigilance for potential or existing hazards relative to any of the items associated with construction operations on an active or closed airfield surface.

3.1.4 Contractor Progress Meetings

Weekly construction meetings shall be held to discuss work progress and to address current or potential security and safety concerns. These meetings may be adjusted to a day-to-day basis as necessary for specific work items. Operational safety and security shall be a standing agenda item for discussion during these weekly/daily construction progress meetings.

3.1.5 Scope of Schedule Changes

Changes in the scope and/or duration of the project may necessitate revisions to the CSPP. The FAA Airports

Regional or District office shall be promptly notified of any proposed changes to this CSPP. Changes to this document require review and approval by the Airport and the FAA prior to implementation. In addition, coordinate proposed changes with all appropriate local or federal government agencies (i.e. EPA, OSHA, TSA, state environmental agencies, etc.).

3.1.6 FAA ATO Coordination

Early coordination with FAA ATO is required to schedule airway facility shutdowns and restarts. Coordination with FAA ATO will also be required to facilitate runway and taxiway closures as well as communicating open aircraft routes during construction. No runway or taxiway closures are expected to be required for this project.

It will remain the contractor’s responsibility to be aware and cognizant of all activities on the airfield and to follow those procedures referenced above for work required in, around, or near any airfield NAVAIDs and

Visual aids.

3.2 PHASING

Construction phasing for this project has been coordinated with the local Air Traffic personnel and airport users. The sequenced construction phases established in this CSPP have been incorporated into the project design and are reflected in the contract drawings and specifications.

The project areas are represented graphically in exhibits located in Appendix A of this document.

The performance of work for the phases will require the reduction of aircraft access, re-routing of aircraft around the project work area, and closures of various airfield surfaces. Exhibits showing the overall phasing layout and the safety and security elements associated with the phases have been provided in Appendix A of this report. In addition, reference Section 3.3 Areas and Operations Affected by the Construction Activity of this document for additional information regarding affected operations on the airfield by phase.

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3.2.1 Phase Elements

The sequence of construction for this project has been phased to maximize the performance and safety of construction activity and to maintain aircraft operations at an acceptable level of efficiency at the airport for the duration of this contract. General elements of this sequencing and phasing are as follows:

» Contractor staging and proposed batch plant areas – Reference Appendix A, for general safety and security notes as well as staging and batch plant area locations. Construction staging areas, batch plant areas and contractor employee parking areas are to remain outside of all Object Free and

Safety Areas for all active airfield surfaces. No batch plants are planned for this project on site.

» Construction access and haul routes –Applicable control along contractor haul routes for both safety and security must always be maintained. This is especially considered at those locations that require the contractor to cross or move through active airfield surfaces. Reference Section 3.5.2

Vehicle and Pedestrian Operations, Section 3.15 Marking and Signs for Access Routes, and Section

3.17 Protection of Runway and Taxiway Safety Areas of this document for additional information.

» Aircraft access routes – Reference Appendix A for phase specific proposed aircraft routing. Aircraft routing around construction areas has been coordinated to maintain aircraft operations at an acceptable level of efficiency during the project.

» ARFF access routes – Emergency ARFF access in and around the site will be maintained by the contractor, as required, for the duration of this project. Construction contractors must prominently mark open trenches and excavations within the construction site, with approval from Airport

Operations and Engineering, and light them with red lights during hours of restricted visibility or darkness.

» Required hazard marking and lighting – Low profile barricades, closed runway and taxiway markings, signs, lighting and/or safety flag details and usage requirements are provided in the attached exhibits, reference Appendix A. In addition, reference Section 3.15 Marking and Signs for

Access Routes, Section 3.16 Hazard Marking and Lighting, and Section 3.17 Protection of Runway and Taxiway Safety Areas of this document for additional information.

» Lead times for required notifications – The contractor is required to coordinate this with EUG Airport

Engineering and Airfield Operations. Lead times for required notifications shall be established at the pre-construction meeting.

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Phase specific elements addressed and taken into consideration during the development of the construction phasing for this project are as follows:

3.2.1.1 Phase 1 – 45 Calendar Days

1. Areas closed to aircraft operations – None

2. Areas closed to vehicle operations – VSR between Concourse A and Terminal building closed

3. Taxi routes – All taxiways will remain open.

4. Runways

a. Runway 16R-34L – Open

b. Runway 16L-34R – Open

5. Impacts to NAVAIDs – N/A

6. Marking changes – None

7. Night Work – Night work may be required as shown in the project documents. Coordination with EUG is required prior to commencing nightwork.

3.2.1.2 Phase 2 – 15 Calendar Days

1. Areas closed to aircraft operations – Gates C1 and A6 (brief closure for marking)

2. Areas closed to vehicle operations – VSR between Concourse A and Terminal building closed

3. Taxi routes – All taxiways will remain open.

4. Runways

a. Runway 16R-34L – Open

b. Runway 16L-34R – Open

5. Impacts to NAVAIDs – N/A

6. Marking changes – Existing markings at Gate A6 will be obliterated and new Gate A6 markings will be painted.

7. Night Work – Night work may be required as shown in the project documents. Coordination with EUG is required prior to commencing nightwork.

3.2.1.3 Phase 3 – 15 Calendar Days

1. Areas closed to aircraft operations – Gate A5

2. Areas closed to vehicle operations – None

3. Taxi routes – All taxiways will remain open.

4. Runways

a. Runway 16R-34L – Open

b. Runway 16L-34R – Open

5. Impacts to NAVAIDs – N/A

6. Marking changes – No marking changes are anticipated during this phase. Any markings damaged by construction activities shall be repainted in place.

7. Night Work – Night work may be required as shown in the project documents. Coordination with EUG is required prior to commencing nightwork.

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3.2.2 Construction Safety Drawings

Graphical exhibits specifically indicating operational safety procedures and methods in areas affected by construction activities associated with this project have been provided with this CSPP and incorporated into the project drawing set. Reference Appendix A Exhibits of this document.

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3.3 AREAS OF OPERATIONS AFFECTED BY THE CONSTRUCTION

ACTIVITY

Runways, taxiways, and other airfield surfaces shall remain in use by aircraft to the maximum extent possible without compromising safety. Minimal closures of airfield surfaces will be required for this contract. These areas are graphically illustrated in the attached exhibits, reference Appendix A. In addition, reference the previous section, Section 3.2 Phasing.

3.3.1 Identification of Affected Areas

See Section 3.2.2 Construction Safety Drawings above for graphical identification of areas affected by construction operations. Of concern is the following:

3.3.1.1 Closing, or partial closing, of runways, taxiways and aprons.

Portions of the Concourse A Apron will be closed for the duration of the project. Phase associated closures are identified in the previous section, Section 2 Phasing and graphically illustrated in the attached exhibits, reference Appendix A of this document.

3.3.1.2 Closing of Aircraft Rescue and Fire Fighting (ARFF) access routes.

Access into, through and/or around the project work area by ARFF vehicles may be reduced during construction. Right of way shall be given to ARFF vehicles by the contractor at all times.

3.3.1.3 Closing of Access Routes Used by Airport and Airline Support Vehicles

The portion of the VSR through the project work area will be closed for the duration of the project.

Support vehicles may use the VSR that runs around Concourse A to access aircraft parked at gates.

3.3.1.4 Interruption of Utilities

Several utilities have been identified within the project limits. These include, but may not be limited to, sanitary sewer lines, water lines, electrical lines, and storm drain lines. These lines primarily serve

Concourse A and the Terminal. All interruptions of utilities required to complete this project shall be coordinated with the Airport.

3.3.1.5 Approach/Departure Surfaces Affected by Heights of Objects

Contractor equipment conflicts or staging area heights of objects are not anticipated to impact approach/departure surfaces for open runways.

3.3.1.6 Construction Areas

These areas include the project work area, storage/stockpile areas, staging areas, and contractor haul routes near or through active airfield surfaces. The project work areas, staging areas and stockpile locations are not within active airfield surfaces. Any crossings will be controlled and monitored by dedicated traffic control flaggers familiar with airfield traffic control procedures on active airfields. These specific project areas are identified graphically in attached exhibits.

3.3.2 Mitigation of Effects

This CSPP has established specific requirements and operational procedures necessary to maintain the safety and efficiency of airport operations during the construction of this project.

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All coordination pertaining to airport operations during construction will go through the Airport Engineer and the Operations Manager. Any required NOTAM’s to be issued will be sent through the Engineer and issued by the Airport Operations Manager.

3.3.2.1 Temporary Changes to Runway and/or Taxiway Operations

No taxiways or runways are expected to be closed during this project. Portions of the Concourse A Apron closed to aircraft and service vehicle traffic will be barricaded using construction fence placed as shown in the exhibits provided in Appendix A.

3.3.2.2 Detours for ARFF and other Airport Vehicles

The project work site shall remain open to all ARFF vehicles in emergency situations. The contractor is required to maintain access in and around the project work area for all ARFF vehicles. Proper routing of this traffic will be effectively communicated to all supervisory personnel involved in the construction project.

3.3.2.3 Maintenance of Essential 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 their underground utilities. The contractor shall locate and/or arrange for the location of all the underground utilities. The contractor should account for lead times for all utility locate requests. When an underground cable or utility is damaged due to the Contractor’s negligence the Contractor shall immediately repair the affected cable or utility 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 and other underground utilities will be marked prior to beginning excavation.

3.3.2.4 Temporary Changes to Air Traffic Control Procedures

No changes to air traffic control procedures anticipated. Any changes to air traffic control procedures will be coordinated with airport ATO.

3.4 PROTECTION OF NAVIGATION AIDS (NAVAIDS)

Not used.

3.5 CONTRACTOR ACCESS

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

3.5.1 Location of Stockpiled Construction Materials

Stockpiled materials and equipment storage are not permitted within the RSA/TSA, OFZ or OFA of an operational runway or taxiway. Stockpiled material shall be constrained in a manner to prevent movement resulting from either aircraft jet blast or wind conditions more than ten miles per hour. Stockpile height shall not exceed 15 feet and shall not penetrate protected airspace (transitional surface or primary surface).

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

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In addition, all demolished pavement materials and unclassified excavation materials shall be stockpiled at the locations shown on the attached Exhibits.

Reference Section 3.7 Foreign Object Debris (FOD) management and Section 3.17 Protection of Runway and Taxiway Safety Areas for additional information regarding stockpile management.

3.5.2 Vehicle and Pedestrian Operations

Vehicle and pedestrian access routes for airport construction projects must be controlled to prevent inadvertent or unauthorized entry of persons, vehicles, or animals onto the AOA. The Airport will coordinate requirements for vehicle operations with the affected airport tenants, contractors and the FAA air traffic manager. Specific vehicle and pedestrian requirements for this project are as follows:

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

Access or haul routes used by contractor vehicles must be clearly marked to prevent inadvertent entry to areas open to airport operations. Construction traffic must remain on the haul road, never straying from the approved paths. Maintenance and upkeep of the haul roads are the responsibility of the contractor. Dust must be removed from the haul roads by mechanical sweeping. Application of water on dirt or gravel haul routes must be provided as often as necessary. Haul roads in any airport traffic areas must be especially monitored for dust and debris to prevent any potential Foreign Object Debris (FOD) situations. The contractor is responsible for any damage caused by construction traffic on the haul roads, regardless of whether such traffic is in an approved or un-approved traffic area. Following construction completion, the contractor shall grade, reseed, clean or otherwise restore the haul route areas to their original conditions prior to construction activities. Special attention must be given to ensure that if construction traffic is to share or cross any ARFF routes that ARFF right of way is not impeded at any time, and that construction traffic on haul roads do not interfere with NAVAIDs or approach surfaces of operational runways. Work necessary in maintaining the haul roads and compliance with safety and security requirements is considered incidental to the project, and therefore, shall not be directly paid for.

Contractor parking and equipment staging areas have been identified as the Contractor Staging Area and are graphically identified in the drawing set and the attached exhibits.

The Contractor must service all construction vehicles within the limits of the project work area or the contractor staging area. Parked construction vehicles must be outside the OFZ and never in the safety area of an active runway or taxiway. In some cases, a complex setup procedure makes movement of specialized equipment infeasible, inactive equipment must not be parked on closed taxiways or runways. If it is necessary to leave specialized equipment on a closed taxiway at night, the equipment must be well lighted.

Employees shall also park construction vehicles outside the OFA when not in use by construction personnel

(for example, overnight, on weekends, or during other periods when construction is not active). Parking areas must not obstruct the clear line of sight by the ATCT to any taxiways or runways under air traffic

Construction Safety Access Plans (CSPP) 13 control nor obstruct any runway visual aids, signs, or navigation aids. The FAA must also study those areas to determine effects on airport design criteria, surfaces established by 14 CFR Part 77, Safe, Efficient Use, and Preservation of the Navigable Airspace (Part 77), and on NAVAIDs and Instrument Approach Procedures

(IAP). See section 3.9.5 below for further information.

The project area shall be bounded by the low-profile barricades identifying contractor personnel and vehicle area operation limits. These barricaded project limits, haul routes, contractor staging areas, and associated safety and security details are also provided graphically in the attached exhibits, reference Appendix A.

At no time will vehicles or personnel enter portions of the secure AOA outside the contract area unless permitted and accompanied by an airport approved escort.

All construction-related activity taking place within any active area of the AOA requires the presence of a

EUG approved and badged escort having radio communication with the FAA control tower unless prior approval is obtained from the Airport Operations Manager. Spotters and/or flaggers shall, at a minimum, be properly badged for access on the airfield. Reference the Airport’s website for badging requirements.

The contractor’s flaggers and/or spotters shall always be required to monitor transceiver radios tuned to the ATCT Ground Control frequency at EUG. Enough quantity of radios shall be supplied by the Contractor.

Such radios shall be used to obtain proper clearance for movement of equipment, personnel etc. on or across active AOA areas. In the rare occasion that emergency operations must occur due to an aircraft in distress or any other incident, the flagman monitoring the radio shall have the means to communicate with the superintendent or foreman of the project to stop truck traffic and perform the requests of the ATCT regarding routing traffic or vacating the site. Any command or instruction given by the control tower, EUG personnel, flaggers, or spotters shall be immediately obeyed by the equipment operator.

The contractor shall maintain radio communication with air traffic control and shall always monitor air traffic control frequencies. Air traffic control frequencies are as follows:

» ATIS: 125.225 MHz

» UNICOM: 122.95 MHz

» EUGENE GROUND: 121.7 MHz / 269.5 MHz

» EUGENE TOWER: 118.9 (16R/34L) / 124.15(16L/34R) / 371.9(E)

All vehicles operating on the airport and in the general vicinity of the safety area or in aircraft movement areas must be marked with flashing yellow/amber beacons or orange and white flags. Use of flags is limited to daylight hours. During hours of darkness or low visibility, vehicles shall be equipped with flashing yellow/amber beacons. In addition, all vehicles and equipment will have identifying symbols with block-type characters of contrasting color that are easily legible.

Beacons and flags must be maintained to standards and in good working and operational condition.

Beacons must be located on the uppermost part of the vehicle structure, visible from any direction, and flash 75 +/- 15 flashes per minute. Flags shall be 3’ by 3’ with alternating 1’ by 1’ international orange and

Construction Safety Access Plans (CSPP) 14 white squares and shall be replaced by the contractor if they become faded, discolored, or ragged as determined by EUG.

At no time shall active taxiways or runways be crossed by construction vehicles or equipment without notification and proper approval/clearance from EUG Operations and air traffic control.

Aircraft traffic will continue to use existing runways, aprons, and taxiways of the Airport during the time that work under the project contract is being performed. The Contractor shall, always, conduct the work as to create no hindrance, hazard, or obstacle to aircraft using the Airport.

Airport operations and the Contractor must maintain a high level of security during construction when access points are created in the security fencing to permit access by construction vehicles to the project work site. Contractor access gates shall be equipped and/or manned by third party security personnel to prevent unauthorized access by vehicles, animals, or people. Procedures conforming to EUG security protocols will be in place to ensure that only authorized persons and vehicles have access to the AOA and to prohibit “piggybacking” behind another person or vehicle. Access shall always be made available to all airport emergency vehicles traveling to operations areas within the proximity of the construction work zone.

3.6 WILDLIFE MANAGEMENT

Construction contractors must carefully control and continuously remove waste or loose materials that might attract wildlife. Contractor personnel must be aware of and avoid construction activities that can create wildlife hazards on airports.

3.6.1 Trash

Food scraps from construction personnel activity must be collected.

3.6.2 Standing Water

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

3.6.3 Poorly Maintained Fencing and Gates

Fencing and gates must be maintained in good condition. Any damage to the fence by the contractor shall be repaired as soon as possible. Gates shall be manned by a gate guard at all times while open to construction traffic, and shall be closed and locked when not in use.

3.7 FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT

Special care and measures shall be taken to prevent Foreign Object Debris / Damage (FOD) when working in an airport environment. The Contractor shall be held responsible for implementing an approved FOD

Management Plan as a part of the SPCD. The FOD Management Plan will have procedures for prevention, regular cleanup, and containment of construction material and debris. The Contractor will ensure all vehicles related to the construction project using paved surfaces in the AOA shall be free of any debris that could create a FOD hazard. Special attention will be given to the cleaning of cracks and pavement joints. All taxiways, aprons, and runways must remain clean. Waste containers with attached lids shall be required on construction sites.

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Special attention will be given to securing lightweight construction material (concrete insulating blankets, tarps, insulation, etc.). Specific securing procedures and/or chain-link enclosures may be required.

Contractors will provide their own equipment for vehicle and equipment washing and clean up.

Immediate access to a vacuum truck or power sweeper is required when construction occurs on any pavement area inside the AOA unless an appropriate alternative has been approved by the Airport Engineer and Airport Operations Manager.

3.8 HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT

Contractors operating construction vehicles and equipment on the airport must be prepared to expeditiously contain and clean-up spills resulting from fuel, hydraulic fluid, or other chemical fluid leaks.

Transport and handling of other hazardous materials on an airport also requires special procedures. To that end, the contractor is required to develop and implement spill prevention and response procedures for vehicle operations. The contractor shall incorporate these procedures into the SPCD. This includes maintenance of appropriate MSDS data and appropriate prevention and response equipment on-site.

3.9 NOTIFICATION OF CONSTRUCTION ACTIVITIES

The following is information and procedures for immediate notification of airport users and the FAA of any conditions adversely affecting the operational safety of the airport.

3.9.1 Points of Contact/List of Responsible Representatives

Emergency Telephone Number (Police/Fire/Rescue):

National Emergency Number: 911

Airport Operations Manager: (541) 682-5430/ (541) 954-6584

Additional Information, Contacts:

EUG Airport: (541) 682-5430

FAA: (206) 231-4147

3.9.2 Notices to Airmen (NOTAM)

Only airport operations may initiate or cancel NOTAMs on airport conditions and is the only entity that can close or open a runway or taxiway. The Airport must coordinate the issuance, maintenance, and cancellation of NOTAMs about airport conditions resulting from construction activities with tenants and the local air traffic facility (control tower, approach control, or air traffic control center), and must provide information on closed or hazardous conditions on airport movement areas to the FAA Flight Service Station (FSS) so it can issue a NOTAM. The Airport must file and maintain a list of authorized representatives with the FSS.

Only the FAA may issue or cancel NOTAMs on shutdown or irregular operation of FAA owned facilities. Any person having reason to believe that a NOTAM is missing, incomplete, or inaccurate must notify Airport

Operations.

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Any NOTAMs for planned airfield closures for this project must be coordinated through the airport operations manager and the airports duly appointed construction management representative. Reference

Section 3.2 Phasing for planned closures for this project, which require issuance of a NOTAM.

3.9.3 Emergency Notification Procedures

In the event of an emergency, the contractor shall be required to contact the Airport Police by dialing (541)

954-6584.

In the event of an aircraft emergency, severe weather conditions, or any issue that may affect aircraft operations as determined by EUG, the Contractor’s personnel and/or equipment may be required to immediately vacate the areas affected. Points of contact for the various parties involved with the project shall be identified and shared at the pre-construction meeting among the various parties, reference Section

3.1.3 Pre-construction Conference. Specific emergency notification procedures shall be incorporated into the contractor’s SPCD.

3.9.4 Coordination with ARFF Personnel

The contractor shall coordinate, through the duly appointed airport representative, with ARFF personnel, mutual aid providers, and other emergency services if construction requires the following:

» The deactivation and subsequent reactivation of water lines or fire hydrants, or

» The re-routing, blocking and restoration of emergency access routes, or

» The use of hazardous materials on the airfield.

Procedures and methods for addressing any planned or emergency response actions on the airfield concerning this project shall be established and implemented prior to the start of construction. ARFF personnel and vehicles always have priority within the movement areas during an emergency.

3.9.5 Notification to the FAA

3.9.5.1 Part 77

Any person proposing construction or alteration of objects that affect navigable airspace, as defined in Part

77, must notify the FAA. This includes construction equipment and proposed parking areas for this equipment (i.e. cranes, graders, other equipment) on airports. FAA Form 7460-1, Notice of Proposed

Construction or Alteration, can be used for this purpose and submitted to the appropriate FAA Airports

Regional or District Office. This form will be completed by the airport and submitted for FAA review. The contractor is required to comply with any stipulations set forth in the approved 7460-1.

3.9.5.2 Part 157

Not used.

3.9.5.3 NAVAID’s

Not used.

Construction Safety Access Plans (CSPP) 17

3.10 INSPECTION REQUIREMENTS

3.10.1 Daily (or more frequent) inspections

Inspections shall be conducted by the contractor at least daily, but more frequently if necessary, to ensure conformance with the CSPP. In addition to the Contractor’s required inspections, airport operations will inspect the construction site to ensure compliance with the CSPP and the SPCD.

3.10.2 Final Inspections

Extended taxiway closures may require safety inspections at certificated airports prior to allowing air carrier service. Coordination is required with the FAA Airport Certification Safety Inspector (ACSI) to determine if a final inspection will be necessary.

3.11 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 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.

3.12 PENALTIES

Failure on the part of the contractor to adhere to prescribed requirements may have consequences that jeopardize the health, safety, or lives of customers and employees at the airport. The Airport may issue warnings on the first offense based upon the circumstances of the incident. Individuals involved in non-compliance violations may be required to surrender their Airport ID badges and/or be prohibited from working at the airport, pending an investigation of the matter. Penalties for violations related to airport safety and security procedures include the following:

» Warning citation, airport ID badge confiscation, (if applicable) retraining, and a letter from the employer stating what action if any has been taken to prevent this from happening again.

» Project shutdown and/or removal of personnel involved from the AOA.

» Class B Misdemeanor citation.

Note: project shutdown or misdemeanor citations may be issued on a first offense. When construction operations are suspended, activity shall not resume until all deficiencies are rectified.

3.13 SPECIAL CONDITIONS

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 and/or airport engineering when special conditions require the construction site to be vacated. In any event, extreme care shall be exercised should construction personnel identify any ARFF (Airport Rescue and Fire-Fighting)

Construction Safety Access Plans (CSPP) 18 vehicle with emergency lights displayed. This will generally mean that an emergency is imminent. Reference

Section 3.9.3 Emergency Notification Procedures.

3.14 RUNWAY AND TAXIWAY VISUAL AIDS

3.15 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. 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. Signs adjacent to areas used by aircraft must meet the airfield general frangibility requirements as required by the airport and subsequent approval by the Owner. Meeting airfield frangibility requirements may require modification to size and height guidance in the MUTCD.

3.16 HAZARD MARKING AND LIGHTING

3.16.1 Purpose

Hazard marking and lighting prevents pilots from entering areas closed to aircraft and prevents construction personnel from entering areas open to aircraft traffic. 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.

3.16.2 Equipment

Type 1 - Low Profile Barricades of the type detailed in the project drawings with omnidirectional flashing red lights and orange and alternating white flags shall be placed outside the safety area of intersecting taxiways at the edge of the closed airfield surfaces and the project work limits. Layout locations for this equipment are as shown in the project drawing set and in the attached exhibits, reference Appendix A, Exhibits. The Contractor shall have a person on call 24 hours a day for emergency maintenance of airport hazard lighting and barricades. The Contractor must file the contact person’s information with the Airport.

Lighting shall be checked for proper operation at least once per day, preferably at dusk.

3.17 PROTECTION OF RUNWAY AND TAXIWAY SAFETY AREAS

Construction Safety Access Plans (CSPP) 19

3.18 OTHER LIMITATIONS ON CONSTRUCTION

3.18

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

1. A 7460-1 determination letter must be issued prior to the use of any tall equipment (cranes, concrete pumps, etc).

2. No uses of open flame welding or torches unless fire safety precautions are provided, and the

Airport has approved their use. No use of electrical blasting caps or explosives of any kind on or within 1,000 ft. of the airport property.

3. No use of flare pots within the AOA.

A P P E N D I C E S

APPENDIX A

CONSTRUCTION SAFETY AND

PHASING PLANS

C004

SAFETY &

SECURITY NOTES

& DETAILS

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

CITY OF EUGENE

5/

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ISSUED FOR BID

EJS

DJA

28801 DOUGLAS DRIVE

EUGENE, OREGON 97402

EUG GATE A6 RELOCATION

20245144006

06/30/2026

RET

Copyright © 2024. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

© 2026 RS&H, INC

303-409-9700

RS&H Oregon Architects - Engineers - Planners, P.C.

www.rsandh.com Oregon Registration No. 0871AF

4582 S. Ulster St., Suite 1100 Denver, CO 80237

NO. DESCRIPTION DATE

1 ISSUED FOR BID 06/30/2026

CONTRACTOR'S SAFETY AND SECURITY REQUIREMENTS

SECURITY

1. GENERAL INTENT: IT IS INTENDED THAT THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE AIRPORT SECURITY PLAN AND WITH THE SECURITY REQUIREMENTS SPECIFIED HEREIN, IN THE SPECIFICATIONS AND BY EUG. THE CONTRACTOR SHALL DESIGNATE TO THE ENGINEER AND EUG, IN WRITING, THE NAME OF HIS "CONTRACTOR SAFETY AND SECURITY OFFICER (CSSO)." THE CSSO SHALL BE FULL TIME AND SHALL BE ABLE TO

REPRESENT THE CONTRACTOR ON THE SECURITY REQUIREMENTS FOR THE CONTRACT.

2. CONTRACTOR PERSONNEL SECURITY ORIENTATION: THE CSSO SHALL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR, SUBCONTRACTOR, AND VENDOR PERSONNEL ON SECURITY REQUIREMENTS. ALL NEW CONTRACTOR PERSONNEL SHALL BE BRIEFED ON SECURITY REQUIREMENTS PRIOR TO WORKING IN THE

CONSTRUCTION AREA.

3. MATERIALS DELIVERY TO THE SITE: ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE WORK SITE WILL USE AS A DELIVERY ADDRESS, THE STREET NAME ASSIGNED TO THE ACCESS POINT AT THE CONTRACTOR'S STAGING SITE AT THE AIRPORT. THE CONTRACTOR SHALL TAKE STEPS TO PREVENT DELIVERY TRUCKS FROM

ENTERING INTO THE TERMINAL COMPLEX.

4. CONSTRUCTION AREA LIMITS: THE LIMITS OF CONSTRUCTION, MATERIAL STORAGE AREAS, PLANT SITE, EQUIPMENT STORAGE AREA, PARKING AREA AND OTHER AREAS DEFINED AS REQUIRED FOR THE CONTRACTOR'S EXCLUSIVE USE DURING CONSTRUCTION SHALL BE MARKED BY THE CONTRACTOR, REFER TO CONTRACT LAYOUT PLAN (C005) AND CSPP FOR LOCATIONS. TEMPORARY BARRICADES, FLAGGING AND FLASHING WARNING LIGHTS WILL BE REQUIRED AT CRITICAL ACCESS POINTS, SEE CONTRACT LAYOUT PLAN AND CSPP FOR LOCATIONS. TYPE OF MARKING AND WARNING DEVICES SHALL BE APPROVED BY THE AIRPORT ENGINEER AND BY EUG.

5. IDENTIFICATION--PERSONNEL: ALL EMPLOYEES, AGENTS, VENDORS, INVITEES, ETC. OF THE CONTRACTOR OR SUBCONTRACTORS REQUIRING ACCESS TO THE CONSTRUCTION SITE SHALL, IN ACCORDANCE WITH THE EUG SECURITY PROGRAM, BE REQUIRED TO DISPLAY AIRPORT ISSUED IDENTIFICATION OR BE UNDER ESCORT BY PROPERLY BADGED PERSONNEL. AT THE COMPLETION OF THE CONTRACT ALL BADGES WILL BE RETURNED TO THE AIRPORT. AS PART OF THE BADGE APPLICATION PROCESS, EACH APPLICANT WILL BE FINGERPRINTED FOR USE IN AN FBI CRIMINAL RECORDS SEARCH. ANY PERSON WHOSE CRIMINAL RECORD REVEALS OFFENSES LISTED BY FAA AS DISQUALIFYING OFFENSES WILL BE DENIED A BADGE AND WILL BE PROHIBITED FROM UNESCORTED ACCESS TO

THE PROJECT SITE. SEE SPECIAL CONDITIONS SECTION 1.

6. IDENTIFICATION--VEHICLES: THE CONTRACTOR, THROUGH THE CSSO, SHALL ESTABLISH AND MAINTAIN A LIST OF CONTRACTOR AND SUBCONTRACTOR VEHICLES AUTHORIZED TO OPERATE ON THE SITE AND EUG OPERATIONS SHALL ISSUE AN AOA PERMIT TO EACH VEHICLE TO BE DISPLAYED ON THE FRONT WINDSHIELD. THE DEPOSIT FOR THE AOA VEHICLE PERMIT IS $50. CONTRACTOR EMPLOYEE VEHICLES SHALL BE RESTRICTED TO THE CONTRACTOR'S EMPLOYEE PARKING AREA AND ARE NOT ALLOWED ON THE AOA AT ANY TIME. NO PERSONAL VEHICLES SHALL BE ALLOWED ON THE AIRFIELD. ALL CONSTRUCTION VEHICLES SHALL HAVE ITS CORPORATE NAME PROMINENTLY ON BOTH SIDES OF THE VEHICLE AT A SIZE THAT CAN BE EASILY DISTINGUISHED AT A DISTANCE OF 50'.

7. SIDA AREA ACCESS: ALL VEHICLES WILL BE SUBJECT TO INSPECTION WHEN ENTERING THE SIDA AREA. VEHICLES WAITING TO ENTER THE SIDA AREA MAY NOT QUEUE ON AIRCRAFT PAVEMENTS OR AT THE SIDA GATE; VEHICLES MUST WAIT OUTSIDE THE EXTERIOR AOA GATE. GATES SHALL BE SECURED WITH A GATE GUARD WHILE IN USE AND

ALL ENTRIES AND EXITS SHALL BE TRACKED.

8. SEE SPECIAL CONDITIONS FOR DETAILED SECURITY REQUIREMENTS.

1. THE CONTRACTOR SHALL ACQUAINT THEIR SUPERVISORS AND EMPLOYEES OF THE AIRPORT ACTIVITY AND OPERATIONS THAT ARE INHERENT TO THIS ACTIVE AIR CARRIER AIRPORT AND SHALL CONDUCT THE CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR TRAFFIC REQUIREMENTS AND

GUIDELINES ON SAFETY AS SPECIFIED IN THE CONTRACT DOCUMENTS.

2. ALL CONTRACTOR VEHICLES OR EQUIPMENT THAT ARE AUTHORIZED TO OPERATE ON THE AIRPORT IN THE AIRCRAFT OPERATIONS AREA (AOA) SHALL DISPLAY IN FULL VIEW A FLASHING AMBER (YELLOW) DOME-TYPE LIGHT OR ABOVE THE VEHICLE A 3' X 3' OR LARGER, ORANGE AND WHITE CHECKERBOARD FLAG, EACH CHECKERBOARD COLOR BEING 1-FOOT SQUARE, (SEE CONSTRUCTION SAFETY FLAG DETAIL THIS SHEET). ANY VEHICLE OR EQUIPMENT OPERATING IN THE AOA DURING THE HOURS OF DARKNESS SHALL BE EQUIPPED WITH A FLASHING AMBER (YELLOW) DOME LIGHT, MOUNTED ON TOP OF THE VEHICLE AND OF SUCH INTENSITY TO CONFORM TO

LOCAL CODES AND AC 150/5370-2G.

3. ALL NON-RADIO EQUIPPED CONTRACTOR VEHICLES THAT ARE REQUIRED TO OPERATE ON OR ACROSS ACTIVE RUNWAYS, TAXIWAYS, APRONS AND RUNWAY APPROACH AND PROTECTION ZONES SHALL DO SO UNDER THE DIRECT CONTROL OF A RADIO EQUIPPED ESCORT VEHICLE. ESCORT VEHICLES, OPERATORS, AND RADIO EQUIPMENT SHALL BE APPROVED BY EUG. ESCORT VEHICLES SHALL BE MARKED AND LIGHTED AS DESCRIBED IN PARAGRAPH NO. 2 ABOVE AND SHALL BE EQUIPPED WITH AN APPROVED AVIATION BAND RADIO.