S-10900-00016082 ATTACHMENT E - CSPP.pdf

CONTRACT DOCUMENTS

FOR

OREGON DEPARTMENT OF AVIATION

LEBANON STATE AIRPORT

RUNWAY AND TAXIWAY B SURFACE SEAL PROJECT

ATTACHMENT E – RUNWAY AND TAXIWAY B SURFACE SEAL

PROJECT CONSTRUCTION SAFETY AND PHASING PLAN

OWNER:

Oregon Department of Aviation

3040 25th St. SE Salem, OR 97302

ENGINEER:

Century West Engineering

5500 Meadows Rd., Suite 250

Lake Oswego, OR 97035

Phone: 503.419.2130

FEBRUARY 2026

This Page Left Intentionally Blank

Lebanon State Airport Runway and Taxiway B Surface Seal Project

Construction Safety and Phasing Plan AIP No. 3-41-0033-011-2025

February 2026

Prepared for:

3040 25th Street SE

Salem, OR 97302

Prepared by:

5500 Meadows Road, Suite 250

Lake Oswego, OR 97035

OREGON DEPARTMENT OF AVIATION

Runway and Taxiway B Surface Seal Project

40097.140.01 | February 2026 Century West Engineering

Table of Contents

Construction Safety and Phasing Plan

I. PURPOSE AND OBJECTIVE

II. RESPONSIBILITIES OF THE CONSTRUCTION CONTRACTOR

Safety Plan Compliance Document (SPCD)

Document Availability

Safety Procedures

Contractor’s SPCD Representative

Inspections

Vehicle Movement

Air Operations Area Protection

Form 7460-1 Submittal

III. INTRODUCTION OF STAFF

IV. SCHEDULE AND SCOPE OF WORK

Schedule

Scope

V. SAFETY PLAN

Construction Safety and Phasing

40097.140.01 | February 2026 Century West Engineering

Appendices

Appendix A Construction Project Daily Safety Inspection Checklist

Appendix B Specification Sections 01160 and 01300

Appendix C Construction Safety and Phasing Plan

Appendix D Safety Plan Compliance Document

Appendix E Safety Plan Compliance Checklist

Appendix F Safety Plan Compliance Document Example

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Construction Safety and Phasing Plan

This Construction Safety and Phasing Plan (CSPP) has been prepared in general accordance with FAA Advisory Circulars (AC) 150/5300-13B, Airport Design and 150/5370-2G, Operational

Safety on Airports during Construction for the Runway and Taxiway B Surface Seal Project at

Lebanon State Airport in Lebanon, Oregon.

I. PURPOSE AND OBJECTIVE

Aviation safety is the primary consideration at airports, especially during construction. The

Construction Safety and Phasing Plan (CSPP) is a tool used to ensure safety compliance when coordinating construction activities with airport operations. This document identifies aspects of the Lebanon State Airport Project that pose a potential safety hazard to airport operations and outlines mitigation procedures for each hazard.

The following objectives must be met by the “Team” comprised of the Airport Manager; Oregon

Department of Aviation; the Engineering Design Consultant; the Prime Contractor; and various subconsultants, subcontractors, airport users, and airport tenants in order to maximize safety and minimize time and economic loss. These objectives include:

• maintaining the safety and integrity of operations on the airport,

• keeping the airport operational for all users to the greatest extent practical,

• minimizing delays for aircraft and construction operations, and

• maximizing airport operation and construction activity opportunities.

The “Team” must keep these objectives in mind when formulating work schedules and work activities affecting operations on the airport.

II. RESPONSIBILITIES OF THE CONSTRUCTION CONTRACTOR

The Contractor will attend a required airport safety training by ODAV prior to construction pre-construction meeting for airport project specifics.

Any modifications to the CSPP and SPCD will require review and approval from ODAV and

FAA.

Preliminary Timeline:

Contractor submits revised CSPP and SPCD 1 Day

ODAV (including Engineer) Review 7 Days

Contractor revises CSPP 1 Day

FAA Review 14 Days

Contractor addresses FAA comments 2 Days

OE/AAA Review (if needed) 30 Days

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See Appendix D for SPCD and Contractor Requirements.

III. INTRODUCTION OF STAFF

Key staff associated with the safety and operational planning of the Project.

Jenna Pang Airport Engineer – FAA Seattle ADO (206) 231-4147

Anthony Beach Airport Manager – Oregon Department of Aviation (503) 378-2523

James Kirby, PE Senior Project Manager – Century West Engineering (503) 419-2130

Ryan Halvorson, PE Project Manager/EOR – Century West Engineering (503) 419-2130

IV. SCHEDULE AND SCOPE OF WORK

SCHEDULE.

Construction is anticipated to begin in summer of 2026 with an anticipated contract duration of 9 consecutive calendar days. The work will be performed through three phases as described in

Section V of this document.

SCOPE.

The overall work includes the following:

1. Crack Sealing:

• Runway 16-34

• Taxiway B

• Taxiway Connectors B1 & B2

2. Asphalt Patching:

3. Standard Seal Coat (P-608)

• Runway 16-34

4. Slurry Seal, Type I (P-626)

5. Pavement Marking:

• Runway 16-34

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V. SAFETY PLAN

CONSTRUCTION SAFETY AND PHASING.

The items listed below follow the guidance of Chapter 2, Section 2, “Plan Requirements” and

Chapter 3, “Guidelines for Writing a CSPP” as provided in AC 150/5370-2G, Operational Safety on Airports During Construction.

1. Coordination.

The Lebanon State Airport Runway and Taxiway Surface Seal Project’s predesign, prebid, and preconstruction conferences will be used as opportunities to introduce the subject of airport operational safety during construction and to describe the elements of this CSPP and resulting

SPCD.

a. Contractor Progress Meetings. Operational safety will be a standing agenda item for discussion during weekly progress meetings through duration of the project. The

Engineer/Inspector will have final authority for safety decisions on-site and is responsible for issuing stop-work orders.

b. Scope or Schedule Changes. Changes in the scope or duration of the project will be represented by revisions to the CSPP.

c. FAA-ATO Coordination. The Contractor will work with the project representative during construction to assure that FAA Air Traffic Organization (ATO) will be coordinated with, and schedule, airway facility (including NAVAIDs) shutdowns and restarts. The FAA

ATO contact person will be the Western Service Center and can be reached at 1-206-

231-2420.

i. A closure of Runway 16-34 will occur for 1 day during Phase 1, 2 days during

Phase 2, and 1 day for Phase 3. NAVAID’s (PAPIs) and the remaining electrical equipment shall be shut down during the runway closure. Taxiway A and

Taxiway B shall remain open when runway is closed.

2. Phasing.

The project Construction Safety and Phasing Plan provided in Appendix C details the scheduling of construction phases. The sequenced construction phases have been incorporated into the project design and are reflected in the contract drawings and specifications. It is anticipated that the project will be completed in three Phases; refer to the Construction Safety and Phasing Plan provided in Appendix C for additional information.

Phases 1, 2, and 3 shall not be performed concurrently; they shall be completed successively, beginning with Phase 1. Construction may begin in Work Area #1 or Work Area #2, but

40097.140.01 | February 2026 | Page 4 concurrent construction in both work areas in not permitted. All Phases of construction in Work

Area #1 require a Runway closure. A summary of the phasing, duration, and closure information can be found in Table 1.

a. Phase 1 (Crack Repair):

i. Phase 1 includes the following (See Drawing G-03 in Appendix C for a diagram of Phase 1 areas and details),

• Work Area #1 – Runway 16-34, Taxiway Connectors B1 & B2.

• Work Area #2 – Taxiway B

ii. This work shall occur over 3 working days.

iii. Runway 16-34 PAPIs and electrical equipment shall be disabled while the

Runway is closed for Work Area #1. Runway 16-34, Taxiway Connectors A1-A3, and Taxiway Connectors B1 & B2 will be closed to aircraft operations for 1 day.

Taxiway A and the east apron will remain open during construction.

b. Phase 2 (Surface Seal):

i. Phase 2 includes the following (See Drawing G-03 in Appendix C for diagram of

Phase 2 areas and details),

• Work Area #1 – Runway 16-34, Taxiway Connectors B1 & B2.

• Work Area #2 – Taxiway B

ii. This work shall occur over 4 working days.

iii. Runway 16-34 PAPIs and electrical equipment shall be disabled while the

Runway is closed for Work Area #1. Runway 16-34, Taxiway Connectors A1-A3, and Taxiway Connectors B1 & B2 will be closed to aircraft operations for 2 days.

Taxiway A and the east apron will remain open during construction.

c. Phase 3 (Pavement Marking):

i. Phase 3 includes the following (See Drawing G-03 in Appendix C for diagram of

Phase 3 areas and details),

• Work Area #1 – Runway 16-34, Taxiway Connectors B1 & B2.

• Work Area #2 – Taxiway B

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ii. This work shall occur over 2 working days.

iii. Runway 16-34 PAPIs and electrical equipment shall be disabled while the runway is closed for Work Area #1. Runway 16-34, Taxiway Connectors A1-A3 and Taxiway Connectors B1 & B2 will be closed to aircraft operations for 1 day.

Taxiway A and the east apron will remain open during construction.

d. Total contract time: 9 calendar days.

Table 1: Construction Phasing Summary

Phase Work Area Duration Runway Closure

1 – Crack Repair #1 1 Day 1 Day

1 – Crack Repair #2 2 Days N/A

2 – Surface Seal #1 2 Days 2 Days

2 – Surface Seal #2 2 Days N/A

3 – Pavement

Marking #1 1 Day 1 Day

3 – Pavement

Marking #2 1 Day N/A

Total 9 Days 4 Days

Second (final) coat of markings will occur at least 30 days after seal coat application.

3. Areas and Operations Affected by Construction Activity.

The Construction Safety and Phasing Plan included in Appendix C for the project identifies areas and operations affected by the construction. Major impacts include:

a. Phases 1, 2, & 3 will require a closure of Runway 16-34 (including NAVAIDs) and

Taxiway B. Refer to Phase #1, Phase #2, and Phase #3 described in section V.1.2

Phasing and on Drawing G-03 in Appendix C for additional information. Back-taxi operations will not be required.

4. Navigation Aid (NAVAID) Protection.

All PAPIs, MIRLs, and Threshold lights will remain operational while the Runway is open.

NAVAIDs will be shut off and covered during all Phases when working in Work Area #1 where a runway closure exists. Extreme caution shall be used when working near existing light fixtures, underground electrical ducts, underground electrical cables and any other existing airport

40097.140.01 | February 2026 | Page 6 fixtures. Should damage occur to any of these items, they will be replaced at the Contractor’s expense.

5. Contractor Access.

a. Location of Stockpiled Construction Materials. Stockpiled materials and equipment storage will be restricted to the areas marked as ‘Contractor Staging Area’ on the attached Construction Safety and Phasing Plans. Contractor stockpiled materials and equipment storage are not permitted within Runway Safety Areas (RSA), Obstacle Free

Zones (OFZ) or Object Free Areas (OFA) of operational runways. Stockpiled materials and equipment adjacent to these areas are to be prominently marked and lighted during hours of restricted visibility or darkness (see Section 16). Limit stockpiled materials to 12 feet in height and at least 125 feet from any runway centerline and 44.5 feet from any taxiway centerline. Stockpiled materials shall not penetrate part 77 surfaces shown on the Construction Safety and Phasing Plan in Appendix C. Materials are to be stabilized and stored at an approved location so as not to be a hazard to aircraft operations and to prevent attraction of wildlife and foreign object damage. Refer to Sections 6 and 7.

b. 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. Construction and related vehicles shall be restricted to areas clearly indicated on the attached Construction Safety and Phasing

Plan sheets and as directed by the Airport. The use of escort vehicles is addressed below.

i. Construction Site Parking. Vehicle parking areas for contractor employees will be restricted to ‘Contractor Staging Areas’ as depicted in the attached

Construction Safety and Phasing Plan.

ii. Construction Equipment Parking. Contractor employees must park and service all construction vehicles in ‘Contractor Staging Areas’. Inactive equipment must not be parked on a closed taxiway or runway. Employees shall park construction vehicles in the designated staging areas when not in use by construction personnel (for example, overnight, on weekends, or during other periods when construction is not active).

iii. Access and Haul Roads. Construction contractor’s access to the construction site and haul roads has been clearly marked on the Construction Safety and

Phasing Plan. The construction contractor is not permitted to use any access or haul roads other than those approved. Access routes used by contractor vehicles must be clearly marked by contractor to prevent inadvertent entry to areas open to airport operations.

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iv. Marking and Lighting of Vehicles. Contractor vehicles/equipment shall be marked with company identification (on both sides of vehicles/equipment) and equipped with a flashing yellow beacon or an Engineer approved orange and white checkered flag (must be visible from 300 feet) while operating within the airport boundary.

Normally, work will be permitted during daylight hours only. If an emergency situation requires, or project phasing/sequencing requires, work at night, the

Contractor shall notify the engineer as far in advance as possible and obtain clearance from the owner before proceeding to work.

v. Vehicle Operations. Only vehicles used for construction purposes shall enter the air operations area. Contractor vehicle operations are allowed only in defined work areas, haul routes, and paved areas closed to aircraft traffic, unless otherwise approved by the Airport or Engineer in advance. The Contractor is to familiarize all construction personnel with the safety provisions.

vi. Training Requirements for Vehicle Drivers. Contractor personnel shall attend

Airport Safety and Radio Communication training; training records are kept on file. The training will introduce/refresh the Contractor on airport safety, operations, and communication. The Contractor will be required to pass a test at the end of the training.

vii. Escorting. The Contractor and employees are not required to be escorted while on site if they have been trained per vi above.

viii. Situational Awareness. Vehicle drivers must confirm by personal observation that no aircraft is approaching their position (either in the air or on the ground) when given clearance to cross a runway, taxiway, or any other area open to airport operations.

ix. Two-way Radio Communication Procedures. The Contractor shall monitor

Common Traffic Advisory Frequency (CTAF/UNICOM) 122.8 MHz for Lebanon

State Airport air traffic.

x. Maintenance of the Secured Area of the Airport. Not applicable. There are no secured areas on the airport.

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, such as the following:

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a. Trash. Food scraps must be collected from construction personnel activity.

b. Standing Water. Standing water is not permitted on Airport grounds.

c. Tall Grass and Seeds. Grass seed is attractive to birds. Lower quality seed mixtures can contain seeds of plants (such as clover) that attract larger wildlife.

d. Poorly Maintained Fencing and Gates. See Section 5 above.

e. Encounters with Wildlife. If the Contractor encounters large to medium sized mammals (such as deer) within Airport property fencing they are to notify the project representative during construction.

7. Foreign Object Debris (FOD) Management.

Waste and loose materials, commonly referred to as FOD, are capable of causing damage to aircraft landing gears, propellers, and jet engines. Construction contractors must not leave or place FOD on or near active aircraft movement areas. Materials capable of creating FOD must be continuously removed during the construction project. Additionally, prior to reopening the runway or taxiways following a closure, all FOD must be removed from airfield pavement.

8. Hazardous Materials (HAZMAT) Management.

Encountering hazardous material (HAZMAT) during construction should be considered an emergency. Emergency procedures shall be followed in this instance. Contractor shall take care to prevent and contain leaks of hazardous material (fuel, hydraulic fluids, etc.). Contractors operating construction vehicles and equipment on the airport must be prepared to expeditiously contain and clean-up spills resulting from fuel or hydraulic fluid leaks.

9. Notification of Construction Activit ies.

a. List of Responsible Representatives:

In Case of Emergency

Lebanon Police (General) ............................................................. (541) 451-1751

Lebanon Fire District (Office) ........................................................ (541) 451-1901

Lebanon State Airport Manager (Anthony Beach) ......................... (503) 378-2523

Century West Engineering ............................................................. (503) 419-2130

Federal Aviation Administration (Jenna Pang) ............................... (206) 231-4147

Poison Control Center ................................................................... (800) 222-1222

b. NOTAMs. Only the Airport Manager may initiate or cancel a Notice to Airmen (NOTAM) on airport conditions and is the only entity that can close or open a runway. The airport operator must coordinate the issuance, maintenance, and cancellation of NOTAMs

40097.140.01 | February 2026 | Page 9 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.

Construction activity shall not commence prior to issuance of a NOTAM. The Contractor shall provide written notice to the Engineer and Airport Manager at least 14 calendar days in advance of the planned commencement of construction activity. The Airport

Manager will issue applicable NOTAMs no later than 72 hours prior to the start of closure activities. No further work in affected areas will be permitted after completion of work and removal of NOTAMs.

c. Emergency Notification Procedures. In the event of an emergency, Airport staff and the proper authorities will be notified immediately, and personnel and equipment shall move immediately to the staging area through appropriate routes. Prior to the start of construction, the Contractor shall provide a list of contact information for personnel available 24 hours a day to be contacted in case of an emergency. As applicable, the list shall include phone numbers of the Engineer, Inspector, and Airport Manager. The

Contractor shall designate a qualified safety officer for the project as well as appoint a point of contact for any required operational safety concerns.

d. Coordination with ARFF. Coordinate ARFF activities with the Airport Manager. Refer to Figure 1 for ARFF Access Route.

e. Coordination with Airport Hangar Tenants. Airport Manager to coordinate and notify airport hangar tenants a minimum of 2 days prior to closure of taxilanes and access points via postings and/or emails.

f. Notification to the FAA.

Figure 1: ARFF Access Route

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i. Part 77. Any proposed construction or alterations of objects that affect navigable airspace, as defined in Part 77, will be coordinated with FAA.

ii. NAVAIDS. For emergency (short-notice) notification about impacts to both airport owned and FAA owned NAVAIDs, call 866-432-2622. FAA ATO/Technical

Operations shall be provided a 45-day minimum notice for the scheduled interruption of NAVAIDs.

10. Inspection Requirements.

a. Daily Inspections. Inspections shall be conducted at least daily, but more frequently if necessary to ensure conformance with the CSPP. For the Contractors own use, a sample checklist has been attached to this safety plan as Appendix A. The project representative during construction, serving as the project inspector, is responsible for monitoring work progress and will respond to construction and safety issues. The inspector will have communication capability with Airport staff. The Contractor is required to immediately remedy any deficiencies, whether caused by negligence, oversight, or project scope.

The Engineer is responsible for the supervision and enforcement of Safety Plan requirements, as well as addressing airfield issues with construction personnel, as appropriate.

b. Inspections Prior to Reopening. As applicable, closed runway(s), taxiway(s), and tie-down apron(s) are subject to safety inspections prior to reopening the facilities for service. Requirements for reopening a runway/taxiway/apron at the end of each work shift include:

i. Runway Safety Area and Taxiway Safety Area conditions

a. Open trenches or excavations are not permitted within the RSA and TSA while the runway is open. Backfill trenches before the runway is opened.

If backfilling excavations before the runway must be opened is impracticable, cover the excavations appropriately. Covering for open trenches must be designed to allow the safe operation of the heaviest aircraft operating on the runway across the trench without damage to the aircraft.

b. The RSA and TSA must have no potentially hazardous ruts, humps, depressions, or other surface variations, and must be capable, under dry conditions, of supporting the occasional passage of aircraft without causing structural damage to the aircraft.

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ii. Pavement conditions

a. Pavement edges and ends shall not exceed 3 inches vertical.

b. Construction debris (gravel, sand, mud, paving materials) and trash shall be removed from pavement prior to reopening runway.

c. If re-opening a runway after Standard Seal (P-608) application, ensure that friction testing has been completed and accepted in accordance with

Item P-608 in the technical specifications. The Contractor shall use approved continuous friction measuring equipment (CFME) and determine if results are passing or failing based on the applicable maintenance planning friction levels shown in Table 3-2 of FAA AC

150/5320-12C, Measurement, Construction, and Maintenance of Skid-

Resistant Airport Pavement Surfaces. The RPR shall be present for friction testing, and the Contractor shall provide the RPR with a written report of passing test results for acceptance prior to re-opening the runway.

iii. Return all equipment to staging areas.

iv. Remove barricades and runway closure markers.

11. Underground Utilities.

The following individuals, firms or corporations have authority to excavate or otherwise disturb non-FAA owned utility services or facilities located within the limits of the work:

Utility or other Facility Contact Person Phone Number

1. Utility One-Call One-Call Dispatcher 1-800-332-2344 (or 811)

2. FAA ATO Western Service Center 1-206-231-2420

The Contractor shall vacuum excavate and/or hand dig at crossings to locate and protect all utilities. If accidental damage occurs, the Contractor shall notify the Airport, the utility company, and the Engineer.

12. Penalties.

Contractor will make construction personnel familiar with this safety plan. All contractor and subcontractor personnel are required to comply with this safety plan. The Contractor will be held responsible for any accident that occurs as a result of construction personnel not following the provisions of this safety plan.

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Strict adherence to the provisions of this plan by all personnel assigned to or visiting the construction site is mandatory. In the event contractor activities are not in conformance with the provisions of this plan, the Contractor shall immediately cease those operations involved in the violation of the provisions of this plan and conduct a safety meeting. The owner may direct the

Contractor, in writing, to immediately cease those operations involved in the violation of the provisions of this plan. The contractor shall not resume construction operations until an appropriate action is taken as determined by the Owner.

13. Special Conditions.

There are no special conditions that affect the operation of the airport or will require the activation of any special procedures.

14. Runway and Taxiway Visual Aids.

Visual Aids for Runway 16-34 and Taxiway B will be shut off and covered during construction.

The Contractor shall provide, place, secure, and maintain, as required during the taxiway closure, two taxiway closure crosses. Each cross shall be made of yellow truck tarp nylon weighing 18 ounces per square yard (minimum). The edges shall be hemmed, corners reinforced, and grommets provide every 3 feet (minimum) along the edge. For each cross, the material shall be sized and placed as shown in the plans. The crosses shall be secured to the pavement with weighted materials less than 3 inches in height such as rubber bases for traffic delineators or equivalent. Sandbags or equivalent are not allowed. See Figure 2-4 from FAA AC

150/5370-2G, Operational Safety on Airports During Construction. Restore area to original condition to the satisfaction of the Airport and Engineer.

The contractor shall provide, place, and maintain, as required during runway closures, two runway closure crosses. The crosses shall be placed at the end of the runway pavement, or as shown in the plans, for the duration of runway closures. Each cross shall be made of yellow truck tarp nylon weighing 18 ounces per square yard. The edges shall be hemmed, corners reinforced, and grommets provided every 3 feet along the edge. Material for each set of crosses shall be sized as follows: 2 pieces (10’ x 60’) as shown in the plans. The crosses shall be secured with weighted materials less than 3 inches in height such as rubber bases for traffic delineators or equivalent. Sandbags or equivalent are not allowed. See Figure 2-3 from FAA AC

150/5370-2G, Operational Safety on Airports During Construction. Restore area to original condition to the satisfaction of the Airport and Engineer.

Low level barricades will be used for this project to identify and define the limits of construction and hazardous areas on the airport. They shall have nominal dimensions of 10”H x 96”L x

10”W, shall be specifically designed for airport use, and shall be equipped with pins or connectors so that a “string” of barricades can be formed. The low level barricades shall be in conformance with FAA AC 150/5370-2G, Operational Safety on Airports During Construction.

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Low level barricades shall have diagonal striped, alternating, orange/white high reflective sheeting on both sides of the barricade, and two battery or solar powered flashing red lights. If solar powered lights are used, the Contractor shall ensure that they are “on” during periods of low visibility during daylight hours. Barricade type and placement shall be per the Construction

Safety and Phasing Plan, included in Appendix C. The low level barricades shall be spaced no more than 10 feet apart such that a breach is physically prevented barring a deliberate act. They shall be weighed down with water or sand as ballast.

Due to the maintenance project scope, the runway lighting, taxiway lighting, taxiway signs and other signs will be turned off and covered during the construction.

15. Marking and Signs for Access Routes.

Pavement markings and signs for construction personnel will conform to AC 150/5340-1M, Standards for Airport Markings, and 150/5340-18H, Standards for Airport Sign Systems, respectively, to the extent practicable, with the Federal Highway Administration Manual on

Uniform Traffic Control Devices (MUTCD) and/or State highway specifications. Signs adjacent to areas used by aircraft must comply with the frangibility requirements of AC 150/5220-23A, Frangible Connections.

16. Hazard Marking, Lighting and Signing.

a. Hazard marking and lighting prevents pilots from entering areas closed to aircraft, and prevents construction personnel from entering areas open to aircraft. Hazard marking and lighting must also be specified to identify open manholes, small areas under repair, stockpiled material, waste areas, and areas subject to jet blast.

b. Hazard marking equipment:

i. Barricades. Will be used to identify and define the limits of construction and hazardous areas on airports. Low level barricades will be used for the project.

They shall have nominal dimensions of 10”H x 96”L x 10”W, shall be specifically designed for airport use, and shall be equipped with pins or connectors so that a

“string” of barricades can be formed. The low level barricades shall be in conformance with FAA AC 150/5370-2G, Operational Safety on Airports During

Construction. Low level barricades shall have diagonal striped, alternating, orange/white high reflective sheeting on both sides of the barricade, and two battery or solar powered flashing red lights. If solar powered lights are used, the

Contractor shall ensure that they are “on” during periods of low visibility during daylight hours. Barricade type and placement shall be per the Construction

Safety and Phasing Plan, included in Appendix C. The low level barricades shall be spaced no more than 10 feet apart such that a breach is physically prevented

40097.140.01 | February 2026 | Page 14 barring a deliberate act. They shall be weighed down with water or sand as ballast.

ii. Lights. Must be red and must meet the luminance requirements of the State

Highway Department. Lights must be mounted on barricades and spaced at no more than 10 ft. Lights must be operated between sunset and sunrise and during periods of low visibility whenever the airport is open for operations. Mounted barricade lights may be operated by photocell or battery power, but the contractor must maintain the aforementioned luminance requirements while the airport is open for operations.

iii. No supplement barricades with signs are needed for the proposed project.

iv. Taxiway Closure Markers (Crosses). The Contractor shall provide, place, secure, and maintain, as required during the taxiway closure, two taxiway closure crosses. Each cross shall be made of yellow truck tarp nylon weighing 18 ounces per square yard (minimum). The edges shall be hemmed, corners reinforced, and grommets provide every 3 feet (minimum) along the edge. For each cross, the material shall be sized and placed as shown in the plans. The crosses shall be secured to the pavement with weighted materials less than 3 inches in height such as rubber bases for traffic delineators or equivalent. Sandbags or equivalent are not allowed. See Figure 2-4 from FAA AC 150/5370-2G, Operational Safety on Airports During Construction. Restore area to original condition to the satisfaction of the Airport and Engineer.

v. Runway Closure Markers (Crosses). The contractor shall provide, place, and maintain, as required during runway closures, two runway closure crosses. The crosses shall be placed at the end of the runway pavement, or as shown in the plans, for the duration of runway closures. Each cross shall be made of yellow truck tarp nylon weighing 18 ounces per square yard. The edges shall be hemmed, corners reinforced, and grommets provided every 3 feet along the edge. Material for each set of crosses shall be sized as follows: 2 pieces (10’ x

60’) as shown in the plans. The crosses shall be secured with weighted materials less than 3 inches in height such as rubber bases for traffic delineators or equivalent. Sandbags or equivalent are not allowed. See Figure 2-3 from FAA

AC 150/5370-2G, Operational Safety on Airports During Construction. Restore area to original condition to the satisfaction of the Airport and Engineer.

vi. Air Operations Area – General. Barricades are not permitted in any active safety area or on the runway side of a runway hold line.

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vii. Air Operations Area – Runway/Taxiway Intersections. Use highly reflective barricades with lights to close taxiways leading to closed runways. Even for closures of relatively short duration, close all taxiway/runway intersections with barricades.

viii. Air Operations Area – Other. Not applicable to this project.

ix. Maintenance. In accordance with specification Section 01300, the contractor is required to 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 operator.

x. Runway lighting, taxiway lighting, or taxiway signs and other signs will be turned off and/or covered during the construction.

17. Protection of Runway and Taxiway Safety Areas.

a. Runway Safety Area (RSA). A runway safety area is the defined surface surrounding the runway prepared or suitable for reducing the risk of damage to airplanes in the event of an undershoot, overshoot, or excursion from the runway (see AC 150/5300-13B, Airport Design, latest edition and changes).

The Lebanon State Airport RSA has the following dimensions:

Runway 16-34: 120’ in width and 3,227’ in length

Construction activities within the existing RSA are subject to the following conditions:

i. No activity (including construction) may occur within the RSA while the runway is open for aircraft operations.

ii. The RSA width will not be adjusted for the proposed project.

iii. Stockpiles are not permitted within the RSA while the runway is open.

iv. Excavations

a. Open trenches or excavations are not permitted within the RSA while the runway is open. Excavations are to be backfilled before the runway is reopened.

b. If required by Airport Operations, construction contractors must prominently mark open trenches and excavations at the construction site with red or orange flags, as approved by the airport operator, and light them with red lights during hours of restricted visibility or darkness.

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v. Soil erosion must be controlled to maintain RSA standards, that is, the RSA must be cleared and graded and have no potentially hazardous ruts, humps, depressions, or other surface variations, and capable, under dry conditions, of supporting snow removal equipment, aircraft rescue and firefighting equipment, and the occasional passage of aircraft without causing structural damage to the aircraft.

b. Runway Object Free Area (ROFA). Construction, including excavations, may be permitted in the ROFA. However, equipment must be removed from the ROFA when not in use. The proposed project does not allow stockpiling within the ROFA.

The Lebanon State Airport ROFA has the following dimensions:

Runway 16-34: 250’ in width and 3,227’ in length

c. Taxiway Safety Area (TSA). A taxiway safety area is a defined surface alongside the taxiway prepared or suitable for reducing the risk of damage to an airplane unintentionally departing the taxiway.

The Lebanon State Airport TSA has a width of 49’.

Construction activities within the TSA are subject to the following conditions:

i. No activity (including construction) may occur within the TSA of Work Area #1 while the taxiway is open for aircraft operations.

ii. The TSA width will not be adjusted for the proposed project.

iii. Excavations

a. Open trenches or excavations are not permitted within the TSA while the taxiway is open. Excavations are to be backfilled before the taxiway is reopened.

b. If required by Airport Operations, construction contractors must prominently mark open trenches and excavations at the construction site with red or orange flags, as approved by the airport operator, and light them with red lights during hours of restricted visibility or darkness.

iv. Soil erosion must be controlled to maintain TSA standards, that is, the TSA must be cleared and graded and have no potentially hazardous ruts, humps, depressions, or other surface variations, and capable, under dry conditions, of supporting snow removal equipment, aircraft rescue and firefighting equipment, and the occasionally passage of aircraft without causing structural damage to the aircraft.

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d. Taxiway Object Free Area (TOFA). Unlike the Runway Object Free Area, aircraft wings regularly penetrate the taxiway object free area during normal operations. Thus, the restrictions are more stringent. No construction may occur within the taxiway object free area while the taxiway is open for aircraft operations.

The Lebanon State Airport TOFA has a width of 89’.

e. Taxilane Object Free Area (TLOFA). Unlike the Runway Object Free Area, aircraft wings regularly penetrate the taxilane object free area during normal operations. Thus, the restrictions are more stringent. No construction may occur within the taxilane object free area while the taxilane is open for aircraft operations.

The Lebanon State Airport TLOFA has a width of 79’.

f. Obstacle Free Zone (OFZ). Personnel, material, and/or equipment may not occupy the

OFZ while the runway is open for aircraft operations.

The Lebanon State Airport OFZ has the following dimensions:

Runway 16-34: 60’ in width and 3,147’ in length

g. Runway Approach/Departure Areas and Clearways. All personnel, materials, and/or equipment must remain clear of the applicable threshold siting surfaces, as defined in

Appendix 2, “Threshold Siting Requirements,” of AC 150/5300-13B, Airport Design, latest edition and changes.

18. Other Limitations on Construction

a. Prohibitions

i. No use of tall equipment (cranes, concrete pumps, etc.) unless a 7460-1 determination letter is issued for such equipment. A determination letter will be issued approximately 90-120 days after submittal of Form FAA 7460-1.

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

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

iv. No use of flare pots within the AOA.

b. Restrictions. The Notes and Details shown on the attached Site Work Area and Safety

Plan offer additional details on restrictions on which areas cannot be worked in simultaneously, day/night work restrictions and other limitation

Appendix A Construction Project Daily Safety Inspection Checklist

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

Appendix D

D-1

APPENDIX D. CONSTRUCTION PROJECT DAILY SAFETY INSPECTION CHECKLIST

The situations identified below are potentially hazardous conditions that may occur during airport construction projects. Safety area encroachments, unauthorized and improper ground vehicle operations, and unmarked or uncovered holes and trenches near aircraft operating surfaces pose the most prevalent threats to airport operational safety during airport construction projects. The list below is one tool that the airport operator or contractor may use to aid in identifying and correcting potentially hazardous conditions. It should be customized as appropriate for each project including information such as the date, time and name of the person conducting the inspection.

Table D-1. Potentially Hazardous Conditions

Item Action Required (Describe)

No Action

Required

(Check)

Excavation adjacent to runways, taxiways, and aprons improperly backfilled.

Mounds of earth, construction materials, temporary structures, and other obstacles near any open runway, taxiway, or taxi lane; in the related Object Free area and aircraft approach or departure areas/zones;

or obstructing any sign or marking.

Runway resurfacing projects resulting in lips exceeding 3 inch (7.6 cm) from pavement edges and ends.

Heavy equipment (stationary or mobile) operating or idle near AOA, in runway approaches and departures areas, or in

OFZ.

Equipment or material near NAVAIDs that may degrade or impair radiated signals and/or the monitoring of navigation and visual aids. Unauthorized or improper vehicle operations in localizer or glide slope critical areas, resulting in electronic interference and/or facility shutdown.

Tall and especially relatively low visibility units (that is, equipment with slim profiles)

— cranes, drills, and similar objects — located in critical areas, such as OFZ and

D-2

Item Action Required (Describe)

No Action

Required

(Check) approach zones.

Improperly positioned or malfunctioning lights or unlighted airport hazards, such as holes or excavations, on any apron, open taxiway, or open taxi lane or in a related safety, approach, or departure area.

Obstacles, loose pavement, trash, and other debris on or near AOA. Construction debris

(gravel, sand, mud, paving materials) on airport pavements may result in aircraft propeller, turbine engine, or tire damage.

Also, loose materials may blow about, potentially causing personal injury or equipment damage.

Inappropriate or poorly maintained fencing during construction intended to deter human and animal intrusions into the AOA.

Fencing and other markings that are inadequate to separate construction areas from open AOA create aviation hazards.

Improper or inadequate marking or lighting of runways (especially thresholds that have been displaced or runways that have been closed) and taxiways that could cause pilot confusion and provide a potential for a runway incursion. Inadequate or improper methods of marking, barricading, and lighting of temporarily closed portions of

AOA create aviation hazards.

Wildlife attractants — such as trash (food scraps not collected from construction personnel activity), grass seeds, tall grass, or standing water — on or near airports.

Obliterated or faded temporary markings on active operational areas.

Misleading or malfunctioning obstruction lights. Unlighted or unmarked obstructions in the approach to any open runway pose aviation hazards.

D-3

Item Action Required (Describe)

No Action

Required

(Check)

Failure to issue, update, or cancel

NOTAMs about airport or runway closures or other construction related airport conditions.

Failure to mark and identify utilities or power cables. Damage to utilities and power cables during construction activity can result in the loss of runway / taxiway lighting; loss of navigation, visual, or approach aids; disruption of weather reporting services; and/or loss of communications.

Restrictions on ARFF access from fire stations to the runway / taxiway system or airport buildings.

Lack of radio communications with construction vehicles in airport movement areas.

Objects, regardless of whether they are marked or flagged, or activities anywhere on or near an airport that could be distracting, confusing, or alarming to pilots during aircraft operations.

Water, snow, dirt, debris, or other contaminants that temporarily obscure or derogate the visibility of runway/taxiway marking, lighting, and pavement edges.

Any condition or factor that obscures or diminishes the visibility of areas under construction.

Spillage from vehicles (gasoline, diesel fuel, oil) on active pavement areas, such as runways, taxiways, aprons, and airport roadways.

Failure to maintain drainage system integrity during construction (for example, no temporary drainage provided when working on a drainage system).

D-4

Item Action Required (Describe)

No Action

Required

(Check)

Failure to provide for proper electrical lockout and tagging procedures. At larger airports with multiple maintenance shifts/workers, construction contractors should make provisions for coordinating work on circuits.

Failure to control dust. Consider limiting the amount of area from which the contractor is allowed to strip turf.

Exposed wiring that creates an electrocution or fire ignition hazard.

Identify and secure wiring, and place it in conduit or bury it.

Site burning, which can cause possible obscuration.

Construction work taking place outside of designated work areas and out of phase.

Appendix B Specification Sections 01160 and 01300

CENTURY WEST ENGINEERING Section 01160 – General Requirements - 1 of 6 FEBRUARY 2026 | #40097.140.01

01160 GENERAL REQUIREMENTS

1.00 GENERAL SCOPE

1.01 Location and Plans. The location of the work is at the Lebanon State Airport (S30), located approximately 1.1 miles southwest of downtown Lebanon, Oregon. Lebanon State

Airport is owned by the Oregon Department of Aviation (ODAV). For the purpose of this contract, the terms Airport and Owner are considered the same.

The contract plans for this project consist of 14 sheets titled “Oregon Department of Aviation, Lebanon State Airport Runway and Taxiway B Surface Seal.

1.02 Airport Security. During the course of the contract, the Contractor shall be responsible for maintaining security against unauthorized access to the Airport. The Contractor will be held responsible for any fines, damages, or civil penalties filed against ODAV and Lebanon State

Airport for the Contractor's failure to maintain the regulations set forth herein.

The Contractor shall be fully responsible for compliance of all employees with the Airport security program and following regulations and orders of the Airport management. These regulations may affect identification requirements of employees and subcontractors, movement around the Airport, parking, entry, and other circumstances affecting the safety or protection of persons or property. The security requirements are subject to change at any time during the project without prior notice.

For the intent and purpose of these regulations, Air Operations Area (AOA) is construed to mean any area used or intended to be used for takeoff, landing, or surface maneuvering of aircraft, and all other areas restricted to public access on the field. Work boundaries within the

AOA shall be established as shown on the drawings. Only Contractor's employees are permitted in the work sites.

The term “gate” used herein shall mean any controlled, securable opening in the security fence.

The Contractor must enter and exit the AOA only through the gates designated by the Engineer.

Deliveries to work sites will be controlled by the Contractor or, if applicable, a security gate guard (employed by the Contractor), who will record name and license of driver, vehicle license, and times in and out. The Contractor shall keep the gates locked and secured at all times when not in use. The Contractor shall account for Airport-issued keys and access cards in a manner approved by the Airport.

Within the Air AOA, all equipment, vehicle, and personnel travel shall be restricted to designated work sites.

Only vehicles used for construction purposes that are clearly marked with company logos shall enter the AOA. Contractor personnel shall park their personal vehicles within a designated staging area.

FAA-approved orange and white checkered flags shall be provided by the Contractor on all vehicles and equipment within the Airfield.

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During night operations, each vehicle entering the AOA shall be equipped with a yellow flashing light mounted on the roof of the cab. Headlights, taillights, and flashers shall be used for all activities during these hours.

In the event of an emergency, personnel and equipment shall move immediately to the staging area.

1.03 Layout of the Work. The Contractor will do all the construction surveying on the project.

The Engineer will provide vertical and horizontal reference control points in the proximity of the work. The Contractor should refer to Section 01406, “Construction Staking”, for specific requirements.

1.04 Completion Time. All items of contract work shall be substantially complete within the time period specified in the “Proposal” and the “Contract” or “Agreement”.

1.05 Environmental Codes and Regulations. The Contractor shall comply with provisions of

Federal, State and local statutes, ordinances and regulations dealing with the prevention of environmental pollution and the preservation of natural resources that affect the project.

If the Contractor must undertake additional work due to the enactment of new or the amendment of existing statutes, ordinances and regulations dealing with the prevention of the successful bid, the Airport will issue a supplemental agreement setting forth the additional work that must be undertaken. The supplemental agreement shall not invalidate the contract and there shall be, in addition to a reasonable extension of contract time, if necessary, a reasonable adjustment in the contract price to compensate the successful bidder for all costs and expenses incurred, including overhead and profits, as a result of the additional work.

1.06 Special Permits. The Contractor shall pay for and obtain any and all permits required for construction of the work.

1.07 Inspection and Testing. All tests called for in the specifications or deemed necessary by the Engineer will be performed by the Engineer, except when indicated otherwise in the specifications. The Engineer will perform quality assurance testing when, in the opinion of the

Contractor, the work area to be tested is prepared and will meet the required specifications.

Contractor shall schedule testing at least 48 hours in advance of when he is ready for the test.

Hot mix asphalt testing shall be scheduled a minimum of 14 days in advance of beginning paving. In the event test results do not meet the specifications, any cost for re-testing as may be required by the Engineer shall be at the Contractor's expense, charged at the rate established in the Engineer's standard fee schedule.

1.08 Contractor's Staging Area. An area (or areas) will be set aside on the Airport property for the Contractor's use as a staging area for personnel, equipment, and materials. The Contractor shall obtain all necessary building permits and operating licenses from local governmental agencies. The Engineer will define the actual location in the field.