Technical Specification - DTFASA-17-R-00152 Portland ASSC - (sf) 9-15-2017.sf

Printed 7 September 2017

FAA ATO

SPECIFICATIONS FOR

PORTLAND

ASSC PROJECT

PORTLAND INTERNATIONAL AIRPORT

PDX

PORTLAND, OREGON

JCN 1103419

SEPTEMBER 2017

CONSTRUCTION DOCUMENTS

PDX ASSC PORTLAND, OR CONSTRUCTION DOCUMENTS

TABLE OF CONTENTS 00 01 10 - 1 OF 3

SECTION 00 01 10 TABLE OF CONTENTS

DIVISION 00 - CONDITIONS OF CONTRACT

00 00 00 COVER SHEET

00 01 00 TABLE OF CONTENTS

00 01 15 LIST OF DRAWINGS

00 20 10 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS

00 73 01 SITE SUPPLEMENTARY CONDITIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 SUMMARY OF WORK

01 31 00 PROJECT MANAGEMENT AND COORDINATION

01 32 10 CONSTRUCTION PROGRESS

01 32 33 PHOTOGRAPHIC DOCUMENTATION

01 33 00 SUBMITTAL PROCEDURES

01 35 13 AIRPORT SECURITY, SAFETY, AND OPERATING REGULATIONS

01 35 29 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES

01 40 00 QUALITY REQUIREMENTS

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 56 39 TEMPORARY TREE AND PLANT PROTECTION

01 57 13 TEMPORARY EROSION, SEDIMENT, AND POLLUTION CONTROL

01 57 19 ENVIRONMENTAL CONSTRUCTION CONTROLS

01 71 23 SURVEYING AND FIELD ENGINEERING

01 73 00 EXECUTION

01 74 10 WARRANTY OF CONSTRUCTION

01 74 19 WASTE MANAGEMENT

01 77 00 CLOSEOUT PROCEDURES

DIVISION 02 - EXISTING CONDITIONS

02 41 31 SELECT DEMOLITION

02 61 00 REMOVAL AND DISPOSAL OF CONTAMINATED SOILS

02 88 00 ASBESTOS ABATEMENT

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 50 00 METAL FABRICATIONS

05 52 13 PIPE AND TUBE RAILING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 84 40 FIRESTOPPING

07 92 00 SEALANTS

DIVISION 09 - FINISHES

09 91 00 PAINTING

DIVISION 13 - SPECIAL CONSTRUCTION

TABLE OF CONTENTS 00 01 10 - 2 OF 3

13 20 00 GOVERNMENT FURNISHED EQUIPMENT

13 30 10 AMERICAN HIGH MAST ASSEMBLY

13 30 20 JAQUITH STANDARD TILT-OVER POLE ASSEMBLY

13 30 30 SAWS TILT-OVER POLE ASSEMBLY

DIVISION 26 - ELECTRICAL

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 29 ELECTRICAL SUPPORTS

26 05 33 RACEWAYS

26 05 53 IDENTIFICATION

26 24 16 PANELBOARDS (NON-GFE)

26 27 26 WIRING DEVICES

26 28 16 ENCLOSED SWITCHES

26 41 13 LIGHTNING PROTECTION

DIVISION 28 – ELECTRONIC COMPONENTS

28 05 13 CONDUCTORS AND CABLE FOR ELECTRONICS

DIVISION 31 - EARTHWORK

31 10 00 SITE CLEARING

31 20 00 EARTH MOVING

31 23 19 DEWATERING

31 62 16 STEEL PIPE PILES

31 63 29 DRILLED CONCRETE FOUNDATIONS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 17 ASPHALT TRENCH REPAIRS

32 11 23 AGGREGATE BASE COURSE

32 11 33 AGGREGATE SUBBASE

32 14 43 POROUS UNIT PAVING

32 31 13 CHAIN LINK FENCING

32 31 19 HIGH SECURITY STEEL FENCE AND GATE

32 91 19 LANDSCAPE GRADING

32 92 19 SEEDING

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 05 16 UNDERGROUND DUCTS AND UTILITY STRUCTURE

33 44 00 HORIZONTAL DIRECTIONAL DRILLING

DIVISION 34 – TRANSPORTATION

34 71 13 PIPE BOLLARDS

34 71 20 METAL BEAM GUARDRAIL

34 75 00 SIGNS

TABLE OF CONTENTS 00 01 10 - 3 OF 3

APPENDICES

APPENDIX A: TREE PRUNING

APPENDIX B: 7460 REQUIREMENTS

APPENDIX C: ARCHAEOLOGICAL SURVEY

APPENDIX D: GEOTECHNICAL REPORT

APPENDIX E: BIOLOGICAL ASSESSMENT REPORT

END OF SECTION 00 01 10

LIST OF DRAWINGS 00 01 15 - 1 OF 3

SECTION 00 01 15 - LIST OF DRAWINGS

GENERAL

PDX-1103419-G001 ASSC COVER SHEET

PDX-1103419-G002 DRAWING INDEX

PDX-1103419-G003 ABBREVIATIONS AND SYMBOLS

PDX-1103419-G004 EQUIPMENT SITE LOCATIONS

PDX-1103419-G005 GENERAL CONSTRUCTION NOTES

PDX-1103419-G006 PROJECT HAUL ROUTES, LAYDOWN AREA AND ACCESS

GATES

SITE X1, X2, RU01, RU02 (ATCT)

PDX-1103419-C010 ATCT ELEVATION

PDX-1103419-C011 ATCT ROOF PLAN

PDX-1103419-C012 ATCT PENTHOUSE REF TRAN X1 & REMOTE UNIT 1 & 2

PDX-1103419-C013 ATCT CAB LAYOUT AND CABLE ACCESS LEVEL

PDX-1103419-C014 BASE BUILDING EQUIPMENT ROOM AND 2ND LEVEL

ATCT CABLE RUN

PDX-1103419-C015 BASE BUILDING EQUIPMENT ROOM LAYOUT AND 2ND

FLOOR CABLE RUN

PDX-1103419-C016 BASE BUILDING ROOF PLAN

PDX-1103419-C017 EQUIPMENT ROOM CABINET ELEVATIONS AND PANEL

SCHEDULES

PDX-1103419-C018 PARTIAL ATCT PANEL SCHEDULES ASSC PROJECT

CIRCUITS

PDX-1103419-C019 ASSC/ASDE FIBER OPTIC INTERCONNECTION DIAGRAM

SITE X2, RTR-A

PDX-1103419-C020 REF TRAN X2 AND RTR-A

PDX-1103419-C021 RTR-A LANDSCAPING PLAN

SITE RU03 (NORTH AIRFIELD GREENFIELD)

PDX-1103419-C030 RU #3, SITE LAYOUT

PDX-1103419-C031 RU #3, ELECTRICAL DUCTBANK LAYOUT

PDX-1103419-E030 RU #3, ELECTRICAL PLOT PLAN AND ONE-LINE

DIAGRAM

SITE RU04 (NORTH AIRFIELD GREENFIELD)

PDX-1103419-C040 RU #4, SITE LAYOUT

PDX-1103419-E040 RU #4, ELECTRICAL PLOT PLAN AND ONE-LINE

DIAGRAM

SITE RU05 (FRONTAGE ROAD GREENFIELD)

PDX-1103419-C050 RU #5, SITE LAYOUT

PDX-1103419-C051 RU #5, ELECTRICAL DUCTBANK LAYOUT

PDX-1103419-E050 RU #5, ELECTRICAL PLOT PLAN AND ONE-LINE

DIAGRAM

SITE RU06 (PORT AUTHORITY CONSTRUCTION YARD - GREENFIELD)

PDX-1103419-C060 RU #6, SITE LAYOUT

LIST OF DRAWINGS 00 01 15 - 2 OF 3

PDX-1103419-E060 RU #6, ELECTRICAL PLOT PLAN AND ONE-LINE

DIAGRAM

SITE RU07 (RNWY 28L GREENFIELD)

PDX-1103419-C070 RU #7, SITE LAYOUT

PDX-1103419-E070 RU #7, ELECTRICAL PLOT PLAN AND ONE-LINE

DIAGRAM

SITE RU08 (GROUND RUNUP ENCLOSURE)

PDX-1103419-C080 RU #8, SITE LAYOUT

PDX-1103419-E080 RU #8, ELECTRICAL PLOT PLAN AND ONE-LINE

DIAGRAM

PDX-1103419-E081 RU #8, GRE PLAN AND ELEVATION

SITE RU09 (RNWY 3 PUMP HOUSE GREENFIELD)

PDX-1103419-C090 RU #9, SITE LAYOUT

PDX-1103419-E090 RU #9, ELECTRICAL PLOT PLAN AND ONE-LINE

DIAGRAM

SITE RU10 (RNWY 3 GREENFIELD)

PDX-1103419-C100 RU #10, SITE LAYOUT

PDX-1103419-E100 RU #10, ELECTRICAL PLOT PLAN AND ONE-LINE

DIAGRAM

SITE RU11 (RNWY 10R GREENFIELD SOUTH)

PDX-1103419-C110 RU #11, SITE LAYOUT

PDX-1103419-E110 RU #11, ELECTRICAL PLOT PLAN AND ONE-LINE

DIAGRAM

SITE RU12 (PDX RTR)

PDX-1103419-C120 RU #12, RTR PLOT PLAN AND TOWER ELEVATION

SITE RU13 (RNWY 10L GREENFIELD)

PDX-1103419-C130 RU #13, SITE LAYOUT

PDX-1103419-E130 RU #13, ELECTRICAL PLOT PLAN AND ONE-LINE

DIAGRAM

STANDARD DRAWINGS

PDX-1103419-C200 HIGH MAST POLE DETAILS

PDX-1103419-C201 HIGH MAST FOUNDATION DETAILS

PDX-1103419-C202 LIR POLE DETAILS

PDX-1103419-C203 LIR POLE ASSEMBLY DETAILS

PDX-1103419-C204 SAWS TILT-OVER POLE AND DETAILS

PDX-1103419-C205 FENCE DETAILS - CONSTRUCTION AND GROUNDING

PDX-1103419-C206 VAULT AND HANDHOLE DETAILS

PDX-1103419-C207 TRENCH DETAILS

PDX-1103419-C208 SAFETY AND FAA FACILITY SIGNAGE

PDX-1103419-C209 GUARDRAIL DETAILS

PDX-1103419-C210 HIGH SECURITY STEEL FENCE AND DETAILS

PDX-1103419-E200 ELECTRICAL EQUIPMENT RACK DETAILS

LIST OF DRAWINGS 00 01 15 - 3 OF 3

PDX-1103419-E201 ELECTRICAL DETAILS RACK INTERCONNECTION

DIAGRAM AND PANEL SCHEDULE

PDX-1103419-E202 ELECTRICAL DETAILS PACIFICORP UTILITY PADVAULTS

PDX-1103419-E203 GROUND PLATE DETAILS

EROSION, SEDIMENT, AND POLLUTION CONTROL PLANS

PDX-1103419-C300 COVER SHEET

PDX-1103419-C301 OVERALL SITE PLAN

PDX-1103419-C302 REF TRAN X2 SITE

PDX-1103419-C303 RU #3 SITE

PDX-1103419-C304 RU #3 DUCTBANK

PDX-1103419-C305 RU #4 SITE

PDX-1103419-C306 RU #5 SITE

PDX-1103419-C307 RU #5 DUCTBANK

PDX-1103419-C308 RU #6 SITE

PDX-1103419-C309 RU #7 SITE

PDX-1103419-C310 RU #8 SITE

PDX-1103419-C311 RU #9 SITE

PDX-1103419-C312 RU #10 SITE

PDX-1103419-C313 RU #11 SITE

PDX-1103419-C314 RU #12 SITE

PDX-1103419-C315 RU #13 SITE

PDX-1103419-C316 DETAILS

TRAFFIC CONTROL PLANS (TCP)

PDX-1103419-C400 GENERAL NOTES TCP

PDX-1103419-C401 RU #03 TCP

PDX-1103419-C402 RU #04 TCP

PDX-1103419-C403 RU #05 TCP

PDX-1103419-C404 RU #07 TCP

PDX-1103419-C405 RU #08 TCP

PDX-1103419-C406 RU #09 TCP

PDX-1103419-C407 RU #10 TCP

PDX-1103419-C408 RU #11 TCP

PDX-1103419-C409 RU #13 TCP

END OF SECTION 00 01 15

SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 00 20 10 - 1 OF 1

SECTION 00 20 10 - SUPPLEMENTARY INSTRUCTIONS TO BIDDERS

PART 1 – GENERAL

1.1 BIDDER SITE VISIT

A. Perspective bidders may perform a site visit during the bidder walk through to determine the actual limits of work, and job site conditions before submitting a bid.

B. Perspective bidders may confirm measurements and details of work during the bidder walk through.

C. For those perspective bidders who wish to visit the sites, vans or buses will be available with escorts to transport bidders.

D. There is a separate bid item for the removal of contaminated soils, section 02 61 00. If no contaminated soils are found, this item will be deleted and no payment will be made.

PART 2 – PRODUCTS NOT USED

PART 3 – EXECUTION NOT USED

END OF SECTION 00 20 10

SITE SUPPLEMENTARY CONDITIONS 00 73 01 - 1 OF 10

SECTION 00 73 01 – SITE SUPPLEMENTARY CONDITIONS

PART 1 - GENERAL

1.1 ACCESS TO SITE.

A. The Contractor shall comply with Port of Portland and FAA requirements for site access. See specifications section 01 35 13 Airport Security Safety and Operating Regulations for Port of Portland requirements.

B. The Contractor may be required to stop work at a site because of Port of Portland requirements or FAA requirements. The Contractor shall plan for work stoppages and the relocation of work crews at any time.

C. General Area Requirements: Contractor shall confine all operations, activities, storage of materials, and on-site-parking within the designated areas as indicated at the pre-bid walk through.

1. FAA Area Entry: Comply with all FAA requirements for entry as a contractor.

2. Access Route: Access to the site for the Contractor, sub-contractors, employees, deliveries, etc., shall be only via the exact authorized access route designated on the drawings.

3. Vehicle Capacity: Vehicles transporting materials shall not be loaded beyond the capacity prescribed by Federal, State and Local law.

4. Obstructions: Obstruction of existing roadways, driveways, parking lots, and airport pavement areas is prohibited.

D. Airport Property Access: The contractor shall comply with the Port of Portland’s requirements for airport access.

E. Damage to the Site or to Adjacent Properties: Damage caused by the Contractor's activities to existing paving, lawns, curbs, sidewalks, and interior/exterior of adjacent buildings shall be repaired to the original condition. All costs of repairs shall be paid by the Contractor. After notice to proceed and prior to the start of construction, the Contractor and COR shall conduct joint inspections of the existing areas affected by and adjacent to the Construction. Existing damage/defects shall be noted and will be used as the basis for determination of damages caused by the Contractor's operations.

F. Contractor's On-Site Storage: The Contractor shall assume full responsibility for the protection and safekeeping of products stored on the site.

G. Contractor Access to Areas of Work: The Government reserves the right to restrict Contractor’s site access to areas as needed for site operations.

H. Delivery Vehicles: The Contractor shall escort all delivery vehicles to and from the airport operations area (AOA). Delivery vehicles shall only contain materials intended for work at the site.

SITE SUPPLEMENTARY CONDITIONS 00 73 01 - 2 OF 10

I. Work Hours: See Specifications Section 01 10 00 - Summary of Work for the days and hours within which on-site work can be done and for the provisions and arrangements necessary for low peak work hours.

J. FAA Security Requirements: If requested by the COR, the Contractor shall provide to the COR, at least seven (7) days prior to Pre-Construction Meeting, a list of contractor's personnel who will require access to the project site. The list shall be kept current during project work.

1. Submit the following data for all contractor/subcontractor personnel who will require access to the site:

a. Name (full)

b. Social Security Number (last 4 digits)

c. Date of Birth

d. Current Residential Address.

2. Security Checks: Contractor's personnel may be subject to security check by the FAA or Base Security. The Contractor shall promptly complete for each such employee any security forms furnished by the COR.

3. Right to Search: The FAA and Base security reserve the right to search vehicles and persons on airport property. If in the judgment of authorized security personnel, cause to search a vehicle or person exists, such search will be made.

K. Motorized Equipment

1. Unattended Vehicles: Unattended vehicles inside or within 100 feet of airport security fencing shall be rendered immobile by removing the keys or by other suitable means.

1.2 TIME EXTENSIONS FOR SEVERE WEATHER

A. General: This section specifies the criteria for Contract time extensions in accordance with the Contract provisions regarding weather-caused delays. In order for the COR to recommend to the CO a time extension under these provisions, the following conditions must be satisfied:

1. The weather event or conditions experienced at the project site causing delay must be more severe than statistical one-time-per-year severity per NOAA climate records or similar climate records.

2. The severe weather must directly cause a delay to the completion of the project.

The delay must be beyond the control and without fault or negligence of the contractor.

3. Actual adverse weather delays must prevent work on critical activities (on the project construction critical path) for 50 percent or more of a Contractor’s scheduled workday for each day of extension.

1.3 POOR WORKING CONDITIONS

A. Limits of site work: The Contractor is expected to work through poor weather conditions and complete each site before moving to another site. At RU 5, 9, 10, and 13

SITE SUPPLEMENTARY CONDITIONS 00 73 01 - 3 OF 10

the contractor should expect muddy conditions. The raining weather along with high ground water will make work difficult.

1.4 AIRPORT SPECIFIC REQUIREMENTS

A. Equipment over Thirty Feet High: If cranes, hoists, lifts or equipment over thirty (30) feet high are required, the Contractor shall:

1. Submittal: A detailed plan and schedule for any work involving equipment over thirty feet high shall be submitted at the Pre-Construction Meeting for approval.

After approval, the Contractor is responsible for all airspace notification and management and marking of all machinery and/or equipment which may impact the flight procedures at the Airport.

2. If deviation from the approved high-equipment plan is required, delays for obtaining additional required approvals shall not be cause for extension of the Contract time.

3. Marking: The Contractor shall provide international orange and white checkered obstruction flags and flashing red obstruction lights, on the highest part of any equipment or machinery that extends, at any time, above 30 vertical feet above ground elevation.

4. The crane for setting the materials in place shall be not more than 120 feet high, unless approvals are obtained and written permission is provided by the COR.

5. The Contractor shall comply with all requirements of the approved FAA form 7460.

See Appendix F.

6. The work involving tall lifting equipment shall only be performed in accordance with the detailed work plan pre-approved in writing by the COR and only after the following items are satisfied:

a. "VISUAL FLIGHT RULES": Visual flight rules (VFR) conditions must prevail as determined by local FAA airport traffic controllers and/or airport operating personnel.

b. "NOTAMS": A "NOTICE TO AIRMEN" (NOTAM) concerning the construction has been requested by the Contractor and issued by local FAA airport traffic controllers and/or the Airport.

1.5 USE OF PREMISES

A. General: Contractor shall have use of premises for construction operations, including use of Project site, during construction period. Other contractors may be working on or near the site.

B. Use of Site: Limit use of premises to areas within the limits of construction. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1.6 FAA'S OCCUPANCY REQUIREMENTS

A. Full FAA Occupancy: FAA will occupy site and existing or adjacent building during entire construction period. Cooperate with FAA during construction operations to minimize conflicts and facilitate FAA usage. Perform the Work so as not to interfere with FAA's day-to-day operations. Maintain existing exits, unless otherwise indicated.

SITE SUPPLEMENTARY CONDITIONS 00 73 01 - 4 OF 10

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from FAA and authorities having jurisdiction.

2. Provide not less than 72 hours' notice to FAA of activities that will affect FAA's operations.

1.7 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of 7:00 a.m. to 3:30 p.m., Monday through Friday, except as otherwise indicated.

1. Weekend Hours: Must follow the Change in Working Hours and Airport Work information provided below for approval.

2. Night Time Work Hours: 12:30 am to 5:30 am are required for work in the ATCT Cab and Penthouse. Night work, such as painting, shall be completed by 4:00 am to allow sufficient time to ventilate the affected area prior to occupancy.

3. Hours for Utility Shutdowns: All utility outages shall be planned and coordinated a minimum of 72 hours in advance.

4. Hours for Noisy Work such as Concrete Sawing and Drilling or other noisy work in the FAA Operational Facilities: Perform work during Early Morning Hours.

Coordinate with COR.

B. Contractor may request alternate working hours for FAA approval.

1. Change in Working Hours: Any change in working hours must be approved, in writing, by the COR 1-3 weeks in advance of the proposed change. Contractor acknowledges that a change in working hours requires advance coordination and approval. Refusal of requested change in working hours will not be a basis for or contributing factor to extend the contract duration, increase contract cost or any other form of contractor compensation.

2. Airport Work: This project will require work in the Airport Operations Area (AOA). Hours of this work will be coordinated by the Contractor with the FAA and Portland International Airport Operations. The Contractor acknowledges responsibility for the Port of Portland badges and fees for all workers requiring access to the AOA. The construction schedule and cost proposal must account for any lead time and fees required to obtain necessary badges.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by FAA or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify FAA Resident Engineer not less than 10 days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without FAA, and utility company written permission.

SITE SUPPLEMENTARY CONDITIONS 00 73 01 - 5 OF 10

D. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor air intake. This includes electronic cigarette devices.

E. Nonsmoking Airport Operations Area: The Port of Portland has established the Airport Operations Area as a non-smoking area. This includes electronic cigarette devices.

F. Limits on Operations: The FAA has established moratorium dates for construction activity at critical facilities including the Portland International Airport. The intent is to minimize the possibility of any activity that may have an adverse impact on the ability of FAA to perform its operational activities. Moratorium dates may change without notice. The estimated moratorium dates are:

1. Thanksgiving Moratorium: 00:00:00, Zulu November 18, 2017 and ends at 08:00:00 Zulu November 27, 2017.

2. Christmas Moratorium: 00:00:00 Zulu, December 16, 2017 and ends at 08:00:00 Zulu, January 2, 2018.

All construction activity during moratorium periods must be approved in advance by the FAA. Submit items of work to be performed during moratorium dates no later than forty-five (45) days prior to the moratorium dates. Activities that have, in the sole opinion of the FAA, potential to negatively impact FAA operations will not be approved. A written waiver will be provided by FAA to the Contractor outlining the allowable work items. No additional time or cost will be allowed for such denial.

G. Escort Vehicle: The contractor shall provide an escort vehicle with badged personnel to escort deliveries onto the airport operations area.

1.8 PERMITS AND FEES

A. Contractor is responsible for obtaining required permits, and payment for any associated fees. Compliance is required with the conditions of all permits that have been issued.

All fees must be paid by the Contractor.

B. Contractor is responsible for paying all charges associated with temporary utilities.

C. Contractor is responsible for obtaining approval for providing details in a timely fashion, so FAA and Port of Portland can submit and obtain Air Space evaluations.

FAA has obtained some approval.

1. Air Space – All temporary work, including cranes, must comply with FAA Air Space requirements. Obtaining permit may take 90 days.

2. Telephone and Electric Service – Obtain permits and pay all fees associated with temporary and permanent service for construction trailers, including construction trailer for FAA use during project.

SITE SUPPLEMENTARY CONDITIONS 00 73 01 - 6 OF 10

1.9 BUILDING PERMIT APPLICATIONS

A. FAA and Contractor will work together to obtain Port of Portland Building Permit. No fees will be associated with the permit. However, the contractor shall coordinate all required inspection for this project and notify the COR of any noncompliance or rejection of work by the Port of Portland Building Department.

1.10 INSURANCE

A. Insurance Requirements:

1. Insurance Requirements indicated are typical unless noted otherwise in the Contract

2. The Contractor shall at its sole expense, procure and maintain in effect at all times during the performance of the Work insurance coverage with insurers and under forms of policies satisfactory to the FAA, and with limits not less than those set forth in this article.

3. The contractor shall not commence work until he/she has obtained, and the Contracting Officer has approved, all insurance required under this section, nor shall the contractor allow any contractor(s) to commence work on a subcontract until all similar insurance required of the contractor has been obtained and approved. The successful contractor shall be required to procure and maintain bodily injury, general liability, and property damage liability insurance in his/her own name as protection against damages to persons or property, including injury or death, which may result from his/her performance of the work. The insurance liability and property damages shall not be less than Ten Million ($10,000,000) Dollars single limit.

4. Other insurance shall not be less than the following:

a. Automobile Bodily Injury and Property Damage Liability including death -

One Million ($1,000,000) Dollars per occurrence.

b. Employer’s Liability - One Million ($1,000,000) Dollars per occurrence

c. Worker’s’ Compensation – Statutory with minimum of One Million

($1,000,000) Dollars with waiver of subrogation

5. The insurance required shall be written for not less than the limits of liability specified in the contract documents, or required by law, whichever is greater. The proof of insurance shall be furnished within ten (10) days from the date of the Notice of Award to the Contracting Officer for approval.

6. The insurance limits shall be maintained during the entire performance or contract work. No cancellations of any insurance, whether by the insurer or by the insured, shall be effective unless written notice thereof is given to the Contracting Officer at least thirty (30) days prior to the intended effective date thereof, which date has been expressed in the notice. Prior to the effective date of any such cancellation, the contractor shall take out new insurance to cover the policies so canceled. All insurance policies referred to shall be underwritten by companies authorized to do business in the state of construction. The Certification shall be an “ACCORD” certificate with the Contract number and job location identified.

SITE SUPPLEMENTARY CONDITIONS 00 73 01 - 7 OF 10

B. Workmen's Compensation Insurance

1. This contract shall be void and of no effect unless the contractor secures compensation for the benefit of (and keep insured during the life of this contract) such employees as are required to be insured by the Workmen's Compensation Insurance Law in the state of construction. The contractor hereby agrees to secure such compensation in the manner prescribed by law. The contractor shall require any contractors similarly to provide Workmen's Compensation Insurance for all the latter's employees to be engaged in the work unless such employees are covered by the protection afforded by the contractor's Workmen's Compensation Insurance.

2. The above-indicated insurance shall be maintained during the entire performance of contract work. No cancellation of any insurance, whether by the insurer or by the insured, shall be effective unless written notice thereof is given to the Contracting Officer at least thirty (30) days prior to the intended effective date thereof, which date has been expressed in the notice. Prior to the effective date of any such cancellation, the contractor shall take out new insurance to cover the policies so canceled. All insurance policies referred to shall be underwritten by companies authorized to do business in the state of construction.

C. FAA Furnished Insurance

1. FAA is not maintaining any insurance on behalf of Contractor covering against loss or damage to the Work or to any other property of Contractor. In the event Contractor maintains insurance against physical loss or damage to Contractor’s construction equipment and tools, such insurance shall include an insurer's waiver of rights of subrogation in favor of FAA.

D. Notifications

1. In accordance with the submittal requirements outlined above, Contractor shall deliver the original and two (2) copies of the Certificate(s) of Insurance required by this clause and all subsequent notices of cancellation, termination and alteration of such policies to the CO with a copy to the COR.

E. Certificate of Insurance

1. The scope of coverage shall be shown on the certificate of insurance as “All operations of the Named Insured”.

1.11 SECURITY REQUIREMENTS

A. FAA Security Requirements: All construction personnel entering the ATCT/Base Building and TRACON Site must be badged in accordance with FAA Security requirements for the site.

1. Security Investigation: Contractor's site superintendent and others necessary for escort of construction staff shall submit to an FAA security background check and obtain an official FAA contractor ID badge. Other Contractor personnel may be subject to security investigation by FAA. Upon request by the Contracting

SITE SUPPLEMENTARY CONDITIONS 00 73 01 - 8 OF 10

Officer’s Representative (COR), the Contractor shall promptly complete all security forms provided by FAA.

2. Personnel List: Contractor shall provide the COR with a list of Contractor's personnel who will require access to the site. The list shall be kept current during project work. The Contractor shall provide all personnel with readily identifiable numbered badges during the period their access to the site is required. Badges shall be worn on outer clothes at all times when on airport property and at work in the site.

3. Escort Badges: The Contractor is required to provide a minimum of three escort badged workers on this project. One of the escort badged individuals must be the general contractor’s site superintendent. The other escort badged individuals may be the general contractor’s employees or a subcontractor.

a. Escort badging is performed by FAA security and includes a $125 fee per individual screened for escort badging. Finger prints and NACI background checks are required for escort badging.

b. Escort badged personnel are responsible for escorting all construction personnel at the site. The maximum number of workers that can be escorted at one time is 4 workers per escort badge.

c. The contractor is required to escort all construction workers at the site, including deliveries.

4. Temporary Badges: All workers at the site will require temporary badging if they are not escort badged. Temporary badges require finger prints and are only good for up to 6 months of work. The FAA charges a fee of $25.00 per individual for temporary badges.

B. Contractor shall maintain existing physical security at the site during construction. No equipment or materials shall be stock piled within 5 feet of either side of FAA security fencing for the site. Any parking and storage of material or equipment shall also meet Airport security requirements along the Airport Operations Area (AOA) fencing.

C. Communication: The Contractor shall request through the COR, a meeting with the Airport personnel to discuss planned Contractor activities in the controlled airport operation area.

D. Airport Requirements: Contractor must also meet all the Airport's security requirements for work at the airport.

1.12 MISCELLANEOUS WORK RESTRICTIONS AND REQUIREMENTS

A. State Historic Preservation Office (SHPO) Requirements: Coordinate with the COR to have an archeological monitor on site during the construction of RU’s 3, 7, 11 and 13.

Additionally if any of the other sites will encounter native soil, we will need to evaluate if a monitor will need to be present during construction. Of specific concern are sites RU 5, 6 and 8, which may require excavation depths that could encounter native soil.

1. FAA will contract with the archeologist.

2. Contractor shall provide a minimum of 2 weeks’ notice for work at sites that require an archeological monitor. These sites are RU 3, 7, 11 and 13.

SITE SUPPLEMENTARY CONDITIONS 00 73 01 - 9 OF 10

3. Contractor shall immediately notify the COR and CO if native soils are encountered during construction at sites that currently do not require an archeological monitor. Excavation work shall stop if native soils are encountered at other sites, until an archeological monitor can be present to monitor the excavation.

4. Should archeological or historic resources be encountered during construction, all ground-disturbing activities in the vicinity of the find(s) should be halted and the CO, COR and SHPO promptly notified to ensure compliance with relevant state and federal laws and regulations. Should evidence of cultural resources or human remains be encountered, all ground-disturbing activity in the vicinity should be halted immediately and the Oregon State Police, SHPO, FAA, the appropriate Tribes, and the Commission on Indian Services promptly notified pursuant to

ORS 97.745(4).

B. Threatened Species Requirements: The streaked horned lark is a threatened species that is known to nest and forage on and around the airport. The following requirements are to be met to abide by the Threatened Species Act.

1. Coordinate with the COR prior to construction at any site. The COR will have a qualified wildlife biologist walk the site prior to construction to ensure there are no active lark nests. If nests are found, FAA will postpone work in that area until after fledging.

2. At sites near current or historically documented lark nesting activity, the FAA will avoid construction during the nesting season of April 15 to August 15. The only current historically documented site is RU13.

3. PDX wildlife staff will continue to discourage larks nesting inside the airfield perimeter using (horns, sirens and pyrotechnics), as allowed by a Special Rule under section 4(d) of the Endangered Species Act.

C. Airport and FAA Requirements: Work at the following RU’s should start no sooner than June 15th due to mud, rutting and high groundwater table in the spring: RU’s 5, 9, 10 and 13. RU 9 restricted work is only the power line trenching from the base of the hill to the localizer shelter.

D. Blasting: No blasting is permitted on this project.

E. Asbestos containing materials (ACM) shall not be permitted in the Work.

1. Provide letters of certification at completion certifying that no asbestos was used.

F. Lead-free materials.

1. Provide letters of certification for the project at completion certifying that only lead-free paints, plumbing materials and flashings were used.

SITE SUPPLEMENTARY CONDITIONS 00 73 01 - 10 OF 10

PART 2 - PRODUCTS (Not Used)

PART 3- EXECUTION (Not Used)

END OF SECTION 00 73 01

DIVISION 1 GENERAL REQUIREMENTS 01 00 00 - 1 OF 1

DIVISION 01

GENERAL REQUIREMENTS

SUMMARY OF WORK 01 10 00 - 1 OF 6

SECTION 01 10 00 – SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Definitions.

2. Environmental Goals.

3. Work covered by the Contract Documents.

4. Type of the Contract.

5. Work phases.

6. Work under other contracts.

7. FAA-furnished products.

1.2 DEFINITIONS

A. Contracting Officer’s Representative (COR): Individual authorized to receive and distribute information on the behalf of the Contracting Officer. Also referred to as the Contracting Officer’s Technical Representative (COR) and/or Resident Engineer (RE) in some instances.

B. Rapidly Renewable Materials: Materials made from plants that are typically harvested within a 10-year or shorter cycle. Rapidly renewable materials include products made from bamboo, cotton, flax, jute, straw, sunflower seed hulls, vegetable oils, or wool.

C. Regional Materials: Materials that have been extracted, harvested, or recovered, as well as manufactured, within 500 miles of Project site. This does not supersede the “Buy America” act. If only a fraction of a product or material is harvested/recovered and manufactured locally, then only that percentage (by weight) shall contribute to the regional value.

D. Regionally Manufactured Materials: Materials that are manufactured within a radius of 500 miles from Project site. This does not supersede the “Buy America” act.

Manufacturing refers to the final assembly of components into the building product that is installed at Project site.

E. Regionally Extracted and Manufactured Materials: Regionally manufactured materials made from raw materials that are extracted, harvested, or recovered within a radius of 500 miles from Project site. This does not supersede the “Buy America” act.

F. Recycled Content: The recycled content value of a material assembly shall be determined by weight. The recycled fraction of the assembly is then multiplied by the cost of assembly to determine the recycled content value.

SUMMARY OF WORK 01 10 00 - 2 OF 6

1. "Post-consumer" material is defined as waste material generated by households or by commercial, industrial, and institutional facilities in their role as end users of the product, which can no longer be used for its intended purpose.

2. "Pre-consumer" material is defined as material diverted from the waste stream during the manufacturing process. Excluded is reutilization of materials such as rework, regrind, or scrap generated in a process and capable of being reclaimed within the same process that generated it.

G. Recycled Content: The percentage by weight of constituents that have been recovered or otherwise diverted from the solid waste stream, either during the manufacturing process (pre-consumer), or after consumer use (post-consumer).

1. Spills and scraps from the original manufacturing process that are combined with other constituents after a minimal amount of reprocessing for use in further production of the same product are not recycled materials.

2. Discarded materials from one manufacturing process that are used as constituents in another manufacturing process are pre-consumer recycled materials.

1.3 ENVIRONMENTAL GOALS

A. Support implementation goals of federal policy and programs for sustainable building, in accordance with Executive Order 13423 – Strengthening Federal Environmental, Energy, and Transportation Management.

B. Support Guiding Principles for Federal Leadership in High Performance and Sustainable Buildings.

1. Protect and Conserve Water.

a. Indoor Water (conservation)

b. Outdoor Water

2. Enhance Indoor Environmental Quality

a. Ventilation and Thermal Comfort.

b. Moisture Control.

c. Daylighting.

d. Low-Emitting Materials.

e. Protect Indoor Air Quality during Construction.

3. Reduce Environmental Impact of Materials.

a. Recycled Content.

b. Bio-based Content.

c. Construction Waste.

d. Ozone Depleting Compounds.

1.4 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: Portland International Airport, Airport Surface Surveillance Capabilities (ASSC) Project.

1. FAA's Lead Project Engineer: Susan Bertram, Engineering Services AJW-

2W11E 1601 Lind Ave SW, Renton, WA 98057.

SUMMARY OF WORK 01 10 00 - 3 OF 6

2. Contracting Officer (CO): Gary Yount, FAA NW Mountain Regional Office, 1601 Lind Ave, SW, Renton, WA 98057.

3. FAA’s Contracting Officers Representative (COR): TBD.

B. General Statement of Work:

1. The following is a general summary of the project. It does not include all items of work. Perform all work associated with the construction of the new Airport Surface Surveillance Capabilities (ASSC) System at Portland International Airport (PDX). This project requires close coordination with FAA and PDX personnel. Some work is required in the Air Traffic Control Tower and Base Building and will require access coordination and scheduling with the FAA COR, Portland System Support Center (SSC) and FAA Air Traffic Control. Work is both inside and outside the AOA.

C. Major Items of Work:

1. The following items are a brief summary of the project and are provided solely for the purpose of revealing the general nature of the work involved. The Contractor is responsible for accomplishing all items of work in accordance with applicable drawings, specifications, FAA Orders and Standards, and applicable building codes. Any additional labor, materials, equipment, and/or appurtenances not specifically detailed or specified, but required to complete the project, must be provided by the Contractor as an integral part of the scope of work specified.

2. Erosion, Sediment and Pollution Control Plan (ESPCP): The Contractor shall comply with the requirements of the ESPCP. This requires some devices to be in place prior to the start of construction.

3. General requirements: The contractor shall comply with the general requirements.

4. Earthworks: Work includes site clearing, earth moving, trenching, dewatering, removal of contaminated soils, driving piles, and constructing concrete foundations.

5. Exterior improvements: Work includes asphalt trench repairs, placement of aggregate base, installation of porous unit paving (grass pavers), construction of chain link fence, construction of high security steel fence and gate, metal racks, metal supports and frames, metal beam guardrail, metal hand railing with safety gate, landscape grading, seeding, and sodding.

6. Foundations:

a. The Contractor shall construct SAWS Pole Foundations for RU4 and RU13.

b. Contractor shall construct MG- 40 Foundations for RU3, RU7, RU9, RU10 and RU11.

c. Contractor shall construct Hi-Mast Pile Foundations with reinforced concrete cap for RU 5, RU 8 and RU 6. RU 5 and RU 6 are off airport.

d. Contractor shall construct other foundations shown on the plans, including signpost, bollard, equipment frame, fence, and other concrete foundations.

7. Electrical Power and Grounding for each Remote Unit location and associated equipment:

a. Provide electrical power service to each RU location in accordance with the construction drawings. Provide conduit, wire, circuit breakers, trenching, backfill, and equipment required to service each RU location.

b. Construct new ASSC racks at each Greenfield site in accordance with construction drawings. Provide electrical equipment, conduit, wire, SUMMARY OF WORK 01 10 00 - 4 OF 6 terminations, and installation of Government provided RF suppression cabinet. Provide foundations, piers and support steel per construction drawings.

c. Coordinate new power services for RU5, RU6, RU7, RU10, and RU13 with PacifiCorp Representative. Provide new electrical services in accordance with PacifiCorp requirements. Coordinate each new service in the field to review the installation and transformer/vault access.

d. Provide new Transformer and Sectionalizing cabinet for new power to RU10. Contractor shall provide conduit, sectionalizing vault, and transformer vault per PacifiCorp requirements.

e. Construct new equipment racks including foundations, support steel, electrical equipment, grounding, and bonding, and electrical service from existing RTR shelters for RU12 and X2.

f. Install new earth electrode system, grounding, and bonding of each RU site in accordance with construction drawings and FAA-STD-019e.

g. Perform modifications in air traffic control tower and base building as shown in the construction drawings for RU1, RU2, and X1. Perform modifications required in penthouse level, cab level, cable access levels, and equipment room in base building, and base building roof for associated ASSC equipment, power wiring, receptacles, inner duct, and GPS antenna masts, as shown in the construction drawings.

h. Install antenna mast mounts on roof level of ATCT. Install government furnished RF suppression box on ATCT cable level at location shown, and provide bonding to existing lightning protection system.

i. Provide new door, door frame and door hardware at ATCT penthouse level to provide clearance for new RU 1, RU 2, and X1.

j. Provide galvanized pipe guardrails and walking platform for access to ATCT base building roof GPS antenna locations per civil specifications.

k. Perform fall of potential ground test for each Greenfield ground system and provide test reports per specification requirements.

8. Miscellaneous

a. Provide miscellaneous work needed to complete the project, including removal of a screen wall, removal and replacement of a door, removal and reinstallation of a new unit heater, and other miscellaneous work.

9. Electronics

a. The contractor shall perform electronics work as shown on the drawings.

Work includes the installation of electronic equipment, conduits and cabling.

10. Utilities

a. Work includes trenching, existing utility locating, placement of concrete and backfill materials, horizontal directional drilling, installation of manholes and hand holes, pulling electrical cables, traffic control, and pollution control.

b. Perform electronic subsurface locates in areas of excavation using an independent electronic subsurface locating contractor. Perform onsite review of marked locates with FAA, Airport Personnel, and RE prior to excavation activities.

c. Excavations including foundations, utility and utility crossings are to be hand dug as follows:

1) Hand dig 5 feet from either side of a utility, exposing the utility within the proposed excavation.

SUMMARY OF WORK 01 10 00 - 5 OF 6

2) Hand dig all excavations within 50 feet of an FAA facility to reduce potential outages to the National Airspace. Facilities include SSC Office, ATCT, TRACON, Glide Slopes, Localizers, RTR’s and other NAS equipment.

1.5 TYPE OF CONTRACT

A. This portion of the Project will be constructed under a single prime contract. Some electronic work is required under this contract.

B. Electronics Equipment will be installed under a separate contract with Saab Sensis and with FAA installation crews. Under this contract the contractor has some electronic work.

C. Communications Equipment will be installed under a separate contract with Harris-FTI.

Under this contract the contractor has some electronics work.

1.6 WORK PHASES

A. The Work shall be conducted in one phase. The Contractor will be responsible for determining the majority of the sequence of operation to maintain security of the airport and the construction site. However, the contractor shall complete work in the following timeframes and with the constraints and milestones indicated.

B. Before commencing Work, submit a schedule showing the sequence, commencement and completion dates, and move-in dates of FAA's personnel for all of the Work.

C. If a controls cable or power cable is cut during construction and critical equipment or a facility is shut down, all excavation operations, including other contractor crews, shall immediately stop until the COR approves restarting.

D. Required work sequence: The Contractor is required to start work as soon as possible after Notice to Proceed. This means winter work in cold and rainy conditions. Ground conditions will be muddy. However, it is important to get another Contractor on site and working as soon as possible.

The following sequence shall be followed by the Contractor, unless directed otherwise by the

COR.

1. Complete work at the ATCT and base building, and coordinate a CAI for this area of work.

Complete all punch list items of work. Others will begin work at the location soon afterwards. All work at ATCT shall be completed no later than March 30, 2018.

2. Install erosion control devices and traffic control. Start foundation construction with the sites below, and then proceed to the other site.

3. Tree removal near the X2 site shall be completed prior to bird nesting taking place. Birds typically start nesting in late February to early March according to the Airport Wildlife Biologist.

4. For the remote sites, complete work on REF Tran X2, RU #3, RU #9, RU #11, and RU #12 sites first since power is immediately available at these sites. However, trenching for the power at RU09 from the base of the hill to the LOC shelter should start no sooner than June 15th due to mud, rutting and high ground water table in the spring. Coordinate a CAI for each separate completed site. Complete all punch list items of work at a completed site before moving to the next site. Construction by others will follow each completed site.

SUMMARY OF WORK 01 10 00 - 6 OF 6

5. Complete the remaining sites of the work by completing each site before moving on to the next site.

6. Pile driving and foundation construction should be continuous starting with the sites above.

7. Work at RU#13 including utility trenching is not permitted between April 15th and August

15th due to documented threatened species nesting activity in the area.

1.7 WORK UNDER OTHER CONTRACTS

A. General: Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract.

Coordinate the Work of this Contract with work performed under separate contracts.

1. Port of Portland projects that may be ongoing during this construction.

a. The Port of Portland has plans for a drainage and wetland fill project near

RU10.

b. The Port of Portland has plans for road construction work near RU05.

2. FAA projects that may be ongoing during this construction:

a. Electronics installation for this project.

b. TAMR installation at ATCT and/or TRACON

c. Chiller installation at ATCT and Base Building.

d. Other pop up projects necessary to maintain the NAS.

1.8 GOVERNMENT FURNISHED EQUIPMENT (GFE)

A. FAA will furnish equipment for contractor installation. GFE is indicated of the plans. See specifications section 13 20 00 for details.

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 10 00

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 1 OF 9

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. General project coordination procedures.

2. Administrative and supervisory personnel.

3. Coordination drawings.

4. Requests for Information (RFIs).

5. Project Web site.

6. Project meetings.

B. Each contractor shall participate in coordination requirements. Certain areas of responsibility are assigned to a specific contractor.

C. Related Requirements:

1. Section 01 32 00 "Construction Progress" for preparing and submitting Contractor's construction schedule.

2. Section 01 73 00 "Execution" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

3. Section 01 77 00 "Closeout Procedures" for coordinating closeout of the Contract.

1.2 DEFINITIONS

A. RFI: Request from COR, Designer, or Contractor seeking information from each other during construction.

1.3 INFORMATIONAL SUBMITTALS

A. Subcontract list shall be submitted as soon as practical after award of the Contract.

Coordinate with submittal requirements for subcontract list in Procurement Requirements and Contracting Requirements, if any.

B. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:

1. Name, address, telephone number, and email address of entity performing subcontract or supplying products.

2. Number and title of related Specification Section(s) covered by subcontract.

3. Drawing number and detail references, as appropriate, covered by subcontract.

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 2 OF 9

C. Key Personnel Names: Within 14 days of Notice to Proceed (NTP), submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home, office, and cellular telephone numbers and email addresses. Provide names, addresses, and telephone numbers of individuals assigned as standbys in the absence of individuals assigned to Project.

D. Post copies of list in project meeting room, in temporary field office, and by each temporary telephone. Keep list current at all times.

1.4 GENERAL COORDINATION PROCEDURES

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work.

Coordinate construction operations included in different Sections that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations according to section 01 10 00, 1.6.D.

2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items…