01069 WVI RWY SPECS.pdf

CONSTRUCTION SPECIFICATIONS

AND DRAWINGS

Replace RWY 02 LOC Shelter & Establish HPDME at Watsonville Municipal Airport-(KWVI) in Watsonville, CA

02/15/2022

Prepared by: FEDERAL AVIATION ADMINISTRATION

AIR TRAFFIC ORGANIZATION

TECHNICAL OPERATIONS UNIT

WESTERN SERVICE AREA

ENGINEERING SERVICES

NAVAIDS ENGINEERING CENTER - SEATTLE

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS

01010 SUMMARY OF WORK

DIVISION 2 - SITE WORK

02200 SITE PREPARATION

02300 EARTHWORK

02730 AGGREGATE SURFACING

02810 SECURITY FENCING

02930 SEEDING

DIVISION 3 - CONCRETE

03100 CONCRETE FORMWORK

03200 CONCRETE REINFORCEMENT

03300 CAST-IN-PLACE CONCRETE

DIVISION 13 - SPECIAL CONSTRUCTION

13100 LIGHTNING PROTECTION, GROUNDING AND

BONDING

13280 HAZARDOUS MATERIAL REMEDIATION-

ASBESTOS

DIVISION 16 - ELECTRICAL

16050 BASIC ELECTRICAL MATERIALS AND METHODS

16100 ELECTRICAL WORK

16950 ELECTRICAL TESTING

ATTACHMENTS:

• CONSTRUCTION DRAWINGS

• TESTING FORMS

• SUBMITTAL LOG

SECTION 01010

SUMMARY OF WORK

PART 1 GENERAL

1.1 SCOPE OF WORK

1.1.1 Runway 02 LOC Shelter

1.1.1.1 Demolition of Existing Shelter & Duct Bank

1.1.1.2 Shelter Foundation, Grounding and Bonding

1.1.1.3 Shelter Offload

1.1.1.4 Utility Power and Telco

1.1.1.5 Power Rack

1.1.1.6 Localizer Duct Bank

1.1.1.7 Access Roads & Surfacing

1.1.2 HPDME

1.1.3 General Site Work, Cleanup, & Testing

1.2 REFERENCES

1.3 DRAWINGS

1.3.1 Construction Drawings Provided

1.3.2 Redline Drawings & As-Built Drawings

1.4 SUBMITTALS

1.4.1 Material

1.4.2 Schedule

1.4.3 Schedule of Values

1.4.4 Safety Plan

1.4.5 Work Plan

1.4.6 Testing

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIAL

2.1.1 Inventory and Inspection of GFM

2.2 CONTRACTOR FURNISHED MATERIAL

2.3 MATERIAL

2.3.1 External Hardware

2.3.2 Galvanized Rigid Metal Conduit (GRMC)

2.3.3 Anti-seize compound

2.3.4 Hazmat Free Material

PART 3 EXECUTION

3.1 SCHEDULES

3.1.1 Work Schedule

3.1.2 Construction Schedule

3.1.3 Weekly Look Ahead Work Schedule

3.1.4 Deviation from Work Schedule

3.1.5 Daily Construction Log

3.1.6 Actual Damages

3.2 PRE-CONSTRUCTION MEETING

3.3 LAYOUT

3.4 SPECIAL REQUIREMENTS

3.4.1 Special Precautions

3.4.2 Safety Requirements

3.4.2.1 Runway Safety and Object Free Areas

3.4.2.2 Approach and Departure Surfaces

3.4.2.3 Construction Vehicle Traffic

3.4.2.4 Unauthorized Structures

3.4.2.5 Hazard Marking

3.4.2.6 Safety Plan

3.4.3 Radio Communications

3.4.4 Work Limitations

3.4.4.1 Trenches, Holes, and Excavations

3.4.4.2 Displaced/Relocated Threshold

3.4.5 Work Plan

3.4.6 Safety Plan Compliance Document (SPCD)

3.5 PROTECTION OF EXISTING UTILITIES AND CABLES

3.6 INSTALLATION AND WORKMANSHIP

3.7 TEMPORARY FACILITIES

3.7.1 Temporary Water

3.7.2 Temporary Toilets and Sanitation

3.8 SECURITY REQUIREMENTS

3.9 SAFETY

3.10 SEDIMENTATION, EROSION, DUST CONTROL, SPCC AND SWPPP

3.11 DEBRIS CONTROL AND CLEAN-UP

3.12 INSPECTION & ACCEPTANCE

3.13 WETLANDS AND ENDANGERED SPECIES

3.13.1 Santa Cruz Tarplant

01010 - Summary of Work - Page 1

SECTION 01010

SUMMARY OF WORK

1.1 SCOPE OF WORK

The work covered under this specification includes the replacement and relocation of the Localizer (LOC) equipment shelter serving runway 02 and the establishment of a stand-alone High Power Distance Measuring Equipment (HPDME) at Watsonville Municipal Airport (KWVI) in Watsonville, California.

Watsonville Airport is owned and operated by the City of Watsonville which will hereafter be referred to as the Airport Authority. The contractor is responsible for following all rules and regulations as dictated by the Airport Authority. Any staging areas and access routes must be approved by the Airport in advance of construction. The contractor must protect in place all existing airport facilities, including but not limited to;

subdrains, inlets, edge light circuits, storm sewer lines, and telco lines. Any damage done to airport facilities must be immediately repaired at the contractor’s expense.

The contractor must furnish all labor, materials (except Government furnished), services, equipment, insurance, bonds, security notifications, licenses, permits, and fees in accordance with applicable federal, state and local regulatory requirements to complete the specified work. The contractor must provide any miscellaneous labor, equipment and/or materials not specifically detailed or specified, but required to complete the project.

The contractor is strongly encouraged to make a site visit to verify the existing conditions, quantities of materials, and amount of work required. The contractor is responsible for assuring that the bid reflects all work required to accomplish this project.

The contractor must coordinate any site visits with the FAA Project Engineer, Austin Mixsell at (425) 919-7738.

1.1.1 Runway 02 LOC Shelter

The contractor must replace and relocate the Localizer (LOC) shelter serving runway 02 at Watsonville Municipal Airport. The work associated with replacing the LOC Shelter consists of the following Contract Line Items (CLINs):

1.1.1.1 Demolition of Existing Shelter & Duct Bank

The contractor must completely demolish the existing runway 02 LOC shelter. This includes the removal of the existing shelter as well as demolition of the shelter foundation and nearby structures indicated for demolition. Additionally, the contractor must remove underground duct banks and structures to the extent indicated on the construction plans.

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All materials generated during the demolition process must be removed from the airport and properly disposed of.

The LOC Shelter is known to have Asbestos Containing Materials (ACMs) present in the frame caulking around door frames and metal panel seams. The shelter roof contains ACMs in the clear resinous material, and silver paint. Polychlorinated Biphenyls (PCBs) may be present in the light ballasts. The contractor shall test for the presence of PCBs prior to demolition of the LOC Shelter. The contractor shall follow all applicable Federal, State, and Local rules and regulations when removing the aforementioned items. All remediation shall be completed by a contractor licensed by the State of California for asbestos abatement. Asbestos surveys will be provided to the contractor upon request.

These surveyors must be considered non-comprehensive and are provided only to assist the contractor in fulfilling the contract requirements. NESHAP notification is required a minimum of 10 days prior to shelter demolition. The contractor will provide notification to the local air district and pay for any permits required for shelter demolition. All hazardous/universal waste must be recycled to the maximum extent practicable. Legible copies of all waste disposal bills of laden and hazardous waste manifests shall be provided to the resident engineer.

1.1.1.2 Shelter Foundation, Grounding and Bonding

The contractor must install the LOC shelter foundation as indicated on the construction drawings. Additionally the contractor must install the shelter grounding counterpoise and make all indicated bonding connections between the shelter and counterpoise. The contractor must install a foundation for shelter entrance stairs. Work includes but is not necessarily limited to: excavation, subgrade prep, formwork, rebar installation, concrete finishing, installation of ground rods, and exothermic welding.

1.1.1.3 Shelter Offload

The equipment shelter will be delivered to the site by others. The contractor is responsible for arranging for shelter offload and placement on the contractor provided foundation. This offload may be completed during the day and will not require a runway closure. Shelter pick points and weight information is given in the construction plans.

1.1.1.4 Utility Power and Telco

The contractor shall install utility primary from the existing utility pole indicated on the construction drawings to the LOC shelter plot.

The contractor shall install fiber optic telco service from the existing utility pole indicated on the construction drawings to the LOC shelter.

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The contractor is responsible for the utility pathway, this includes, but is not necessarily limited to; all conduit, handholes, and transformer bases. The contractor is specifically not responsible for the installation and termination of the utility primary cable, transformer, and fiber optic cable. The utility may have special inspection requirements that must be followed. This portion of the work must conform to PG&E and AT&T installation requirements. The contractor must coordinate this portion of the work with PG&E and AT&T.

1.1.1.5 Power Rack

The contractor must install a power rack as shown on the construction drawings. This includes the installation of a concrete foundation, conduit, assembly of a unistrut equipment rack, installation of a meter base, disconnect switch, SPD, and associated grounding and lightning protection.

1.1.1.6 Localizer Duct Bank

The contractor must install duct bank from the LOC shelter to the existing LOC antenna array as indicated on the construction drawings. This includes the installation of PVC duct, multiple handholes, guard wire, and ground rods. The contractor is responsible for providing and installing the power conductors between the LOC shelter and antenna array. Terminations at each end will be by others. The RF and control cables will be provided by and installed by others. The contractor shall install a 500lb rated pull tape in each conduit.

1.1.1.7 Access Roads and Surfacing

The contractor must install access roads and surfacing as shown on the construction drawings. This includes the installation of both new access roads/surfacing as well as the rehabilitation of existing roads/surfacing. Road/surfacing composition and alignment shall be as indicated on the construction drawings. Also included is the replacement of the existing 10’ wide access gate with a 16’ wide double swing gate.

1.1.2 HPDME

The contractor must install a High Power Distance Measuring Equipment (HPDME) as shown on the construction plans. This includes, but is not limited to; the installation of a concrete foundation, conduit, grounding, and assembly of an NL-40 pole, maintenance stand, and antenna mast junction box.

1.1.3 General Site Work, Cleanup, and Testing

The contractor must perform general site work as indicated on the construction drawings or as required as an ancillary component of this contract. This includes general mobilization, survey, layout, cleanup, testing, and site restoration.

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1.2 REFERENCES

THE REFERENCED DOCUMENTS ARE EXTREMELY IMPORTANT AS

THEY PROVIDE INFORMATION FOR FAA EQUIPMENT INSTALLATIONS

AND CONSTRUCTION WHICH ARE MORE STRINGENT THAN LOCAL

AND NATIONAL CODES. MAKE SURE TO TAKE NOTE OF THE

REQUIREMENTS IN THESE DOCUMENTS.

Airport Ground Vehicle Operations Guide available from:

http://www.faa.gov/airports/runway_safety/media/ground_vehicle_guide_proof_final.pdf

FAA-C-1217H Electrical Work, Premises Wiring FAA-C-1391E Installation, Termination, Splicing, and

Transient/Surge Protection of Underground Electrical Distribution System Power Cables

FAA-STD-019F Lightning and Surge Protection, Grounding, Bonding, and Shielding Requirements for Facilities and Electronic Equipment

AC 150/5370-2G Operational Safety on Airports during Construction

1.3 DRAWINGS

Callouts on the construction drawings indicate work to be done under this contract unless specifically noted, "installed by others" or "existing". Callouts indicating work to be completed do not always include the word "install".

1.3.1 Construction Drawings Provided

Drawings applicable to this project are listed below. The written scale (e.g. 1”=100’) is only valid for FAA “D - size” drawings (22”x34”) and may be slightly off due to variations in printing. On reduced size drawings, the bar scales (where shown) and written dimensions remain valid.

AYN-D-LOC02-G001 COVER SHEET

AYN-D-LOC92-G002 ABBREVIATIONS SYMBOLS AND INDEX

AYN-D-ALD-C001 AIRPORT LAYOUT PLAN

AYN-D-LOC02-G003 SITE ACCESS, STAGING, & HAUL ROUTES

AYN-D-LOC02-G004 GENERAL SITE DETAILS – 1

AYN-D-LOC02-G005 GENERAL SITE DETAILS - 2

AYN-D-LOC02-D001 LOC DEMOLITION PLAN

AYN-D-LOC02-C001 SITE PLAN

http://www.faa.gov/airports/runway_safety/

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AYN-D-LOC02-C002 SHELTER PLOT PLAN

AYN-D-LOC02-C003 ANTENNA ARRAY PLOT PLAN

AYN-D-DME-C001 HPDME FOUNDATION & DETAILS

AYN-D-DME-C002 NL-40 ASSEMBLY & OPERATION

AYN-D-DME-C003 JUNCTION BOX ASSEMBLY

AYN-D-LOC02-S001 LOC SHELTER FOUNDATION

AYN-D-LOC02-A001 SHELTER FLOOR PLAN & EXT WALL EL.

AYN-D-LOC02-A002 SHELTER INTERIOR WALL ELEVATIONS

AYN-D-LOC02-A003 SHELTER LIFTING PLAN & MISC. DETAILS

AYN-D-LOC02-A004 SHELTER FRAMING & DETAILS

AYN-D-LOC02-E001 SHELTER POWER RACK

AYN-D-LOC02-E002 SHELTER GROUNDING PLAN

AYN-D-LOC02-E003 ONE-LINE DIAGRAM & PANEL SCHED.

AYN-D-LOC02-Y001 SECURITY FENCING

1.3.2 Redline Drawings & As-Built Drawings

At the Contractor Acceptance Inspection (CAI), the contractor must provide the FAA Resident Engineer with three complete sets of redlines. The following color codes must be used:

Red - to indicated new or changed information Green - to indicated deletions Blue - to indicate notes to the draftsman

Any additional diagrams and/or schematics that would be helpful for the maintenance of the facility should also be included. Contractor provided as-built drawings are not required to be submitted for this contract.

1.4 SUBMITTALS

1.4.1 Material

The contractor must submit for approval; catalog data, cut-sheets, samples, and any other relevant information on the contractor furnished material to be used on this project. One copy of the submittal package must be provided to the FAA Project Engineer for review/approval. Transmission must be via e-mail, construction management software, or physical media as required. Submittals on materials include, but are not limited to:

- Coated galvanized ridged steel conduit.

- Cement concrete material.

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- Geotextile fabric.

- Aggregate material.

- Contractor furnished hardware.

- Contractor furnished electrical fittings and components.

- Contractor furnished cable and wire.

- Labels

- Construction Schedule

- Safety Plan

- Hand Holes

- Electrical Equipment

- Rebar Mill Certificate

- Additional items deemed necessary by the Project Engineer.

See attached submittal log for a complete list of required submittals. The Government will attempt to respond to all submittals and RFIs within 72 hrs. of receipt.

1.4.2 Schedule

CONSTRUCTION IS TO BEGIN ON OR ABOUT AUGUST 15th 2022. Prior to start, the contractor must submit a schedule and work plan to the Project Engineer for approval. See section 3.1.2 for the maximum time allowed to complete this project. The schedule must show start dates, duration, and finish dates for each work activity.

Activities must include, but are not limited to:

• SURVEY & LAYOUT

• RWY 02 LOC SHELTER ABATEMENT

• RWY 02 LOC DEMOLITION

• RWY 02 LOC ACCESS ROAD

• RWY 02 LOC SHELTER FOUNDATIONS

• RWY 02 LOC SHELTER OFFLOAD AND SETTING

• RWY 02 LOC SHELTER POWER RACK

• RWY 02 LOC SHELTER GROUNDING

• RWY 02 LOC DUCT BANK

• UTILITY DUCT BANK

• HPDME FOUNDATION

• HPDME JUNCTION BOX & NL-40 ASSEMBLY

Delineate the runway applicable to the facility for each item on the schedule. Indicate any required system or runway outages and closures anticipated for each item. See restrictions given in Construction Safety and Phasing Plan (CSPP). The contractor must work within the CSPP unless prior permission is obtained from the Project Engineer. The FAA reserves the right to modify the contractor’s sequence of activities in the interest of facility operation and airport safety.

1.4.3 Schedule of Values

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The contractor’s proposal must include a schedule of values, showing at a minimum, a breakdown of cost for each work activity listed in the work schedule below. In addition to raw numbers include overhead and profit in percentage terms as well.

• RWY 02 Demolition of Existing LOC $ . .

• RWY 02 LOC Shelter Foundation, Grounding & Bonding $ . .

• RWY 02 LOC Shelter Offload $ . .

• Utility Power & Telco $ . .

• RWY 02 LOC Shelter Power Rack $ . .

• RWY 02 LOC Duct Bank $ . .

• Access Roads & Surfacing $ . .

• HPDME $ . .

• RWY 31 General Site Work, Cleanup, & Testing $ . .

DIRECT PROJECT COST $ . .

OVERHEAD $ . .

PROFIT $ . .

TOTAL PROJECT COST $ . .

1.4.4 Safety Plan

The contractor must submit a safety plan per paragraph 3.4.2.6 of this section.

1.4.5 Work Plan

The contractor must submit a work plan per paragraph 3.4.5 of this section.

1.4.6 Testing

The contractor must complete, at his own expense, all testing as required by these specifications. The results must be submitted to the FAA Project Engineer. Required testing includes, but is not limited to, the following:

- Cable insulation resistance test (see FAA-C-1217h, 5.3.4 and FAA-C-1391e,

3.3.6 and 5.9)

- Earth resistance test (see FAA-C-1217h, 5.3.6 and Section 13100.3.17.1 of this document).

- All Required Concrete Testing (performed by an independent testing company).

- Soil Compaction Testing (performed by an independent testing company).

- All required asphaltic concrete testing (performed by an independent testing company).

PART 2 PRODUCTS

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Reference herein or in the construction drawings to any specific commercial product, process, or service, any trade name, trademark, manufacturer, or otherwise, does not necessarily constitute or imply its endorsement, recommendation, or favoring by the Federal Aviation Administration. The contractor may submit a request for substitution of a product, process, or service specifically called out. Such request must be formalized through the submittal process.

2.1 GOVERNMENT FURNISHED MATERIAL

Government furnished material (GFM) for this project is listed as follows:

QTY ITEM

1 ea. 10’ x 16’ LOC/DME Shelter

1 ea. Jaquith LR2700NFX (NL-40 pole kit)

1 ea. Jaquith L2812 DME Top Cap

1 ea. Jaquith L5003 MG-30/40 Anchor Bolt Kit

1 ea. Jaquith L5004 Anchor Plate

Note: The contractor must contact the project engineer to coordinate delivery time, location and storage of all government furnished equipment. Contact Austin Mixsell, FAA Project Engineer, at (425) 919-7738 for coordination. The Contractor is responsible for the loading, transportation, and unloading of material. All GFM will be available at the FAA SSC office located in Monterey, CA.

2.1.1 Inventory and Inspection of GFM

The contractor must sign a copy of the Government furnished material (GFM) list acknowledging receipt of the furnished material, noting any discrepancies if necessary.

When the contractor signs for custody, he acknowledges receipt in good condition and assumes responsibility for any subsequent loss or damage. The contractor must return all GFM that is not installed to the location where the material was picked up.

2.2 CONTRACTOR FURNISHED MATERIAL

The contractor must furnish all material that is required and not otherwise indicated to be Government furnished. Materials furnished by the contractor must be new, the standard products of manufacturers regularly engaged in the production of such materials, and of the manufacturer’s latest designs that comply with the specification requirements.

The contractor is responsible for making their own arrangements for material delivery and receiving. The contractor must not have any material delivered to any FAA offices.

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Delivery to the Airport address must only be done with the prior approval of the airport management.

The list of contractor furnished material includes, but is not limited to:

- Concrete, re-bar, anchor bolts, cable markers, etc.

- Power, control, and grounding cable, as required.

- Ground rods, #1/0 bare copper guard wire, #4/0 bare copper pig tails, exothermic welds and misc. hardware for grounding system.

- Geotextile fabric, as required.

- Aggregate material / crushed rock/ asphaltic concrete, as required.

- Coated galvanized rigid metal conduit, EMT, HDPE and PVC conduit as required.

- Electrical fittings and components, as required.

- Misc. hardware and Unistrut, as required.

- Handholes / Manholes, as required.

- Labels for electrical components, cables, pull box’s, etc.

- Heavy duty safety switches, SPDs, power panels, and other switchgear.

- Floor flanges and frangible couplings, as required.

2.3 MATERIAL

2.3.1 External Hardware

All external hardware must be hot dipped galvanized, stainless steel, or approved for long term outdoor use. All cut edges must be filed smooth and treated with a cold galvanizing compound.

2.3.2 Galvanized Rigid Metal Conduit (GRMC)

All galvanized rigid metal conduit (GRMC) installed below slab, on grade, or underground must be PVC coated exterior polyurethane coated interior. GRMC must conform to Steel Structures Painting Council Standard, SSPC-PS 10.01. Fittings used below slab, on grade, or underground must be PVC coated exterior polyurethane coated interior and conform to Steel Structures Painting Council Standard, SSPC-PS 10.01.

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2.3.3 Anti-Seize compound

Use an anti-seize compound on all external threads, insertions, and connections.

2.3.4 Asbestos Free Material

The Contractor must not use any asbestos containing material (ACM) at any time during the construction. The Contractor must verify that all material, including those supplied by third parties, are asbestos free materials. The Contractor must provide a written certification letter to the FAA certifying that the finished work is asbestos free.

PART 3 EXECUTION

3.1 SCHEDULES

3.1.1 Work schedule

Work in an active Runway Safety Area (RSA) will not be required to complete this project. The contractor must work within the limits described within the CSPP:

In general all work must be performed during the hours of 9:00 a.m. and 5:00 p.m., Monday through Friday. No work may be performed outside these hours or scheduled on Saturdays, Sundays or legal holidays without prior approval from the FAA Resident Engineer. See requirements given in the CSPP.

The contractor must furnish the Resident Engineer with emergency (24 hour) contact phone numbers for the contractor’s superintendent and an alternate individual. Such numbers must be used if the contractor needs to be contacted outside of normal working hours

3.1.2 Construction Schedule

All work must be completed within phase and within 30 calendar days after the Notice to Proceed (NTP).

3.1.3 Weekly Look Ahead Work Schedule

On a weekly basis, the contractor must submit a schedule showing activities desired to be performed during the upcoming week. These work activities must be approved by the FAA Resident Engineer.

3.1.4 Deviation from Work Schedule

The Airport Manager and the FAA Project Engineer reserve the right to suspend or stop construction as necessary for the safety of aircraft or airport property. In addition, the FAA may adjust the work hours to satisfy the facility operations.

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3.1.5 Daily Construction Log

The Contractor must keep a Daily Construction Log. At a minimum, the daily log must contain:

• Items accomplished for that day.

• Start and stop time of work.

• Name of workers (including sub-contractors), and hours they worked for that day.

• Weather (including sky, ground moisture conditions, and temperature).

• Material received.

• Documental photographs showing the progress of work, and as required.

The Daily Construction Logs must be turned over to the FAA Project Engineer on a weekly basis.

3.1.6 Actual Damages

The contractor will be charged actual damages in the amount of $1000.00 per day for failure to meet the overall project completion schedule. Any damages incurred will be deducted from final payment.

3.2 PRE-CONSTRUCTION MEETING

Prior to the start of any work and the contractor's access to the work site, the contractor is required to attend a pre-construction meeting. Attendees at the meeting may include, but are not limited to, the FAA Project Engineer, Resident Engineer, FAA Contracting Officer, the Airport Manager, Airport Operations, FAA maintenance, and other interested parties as determined by the Project Engineer. Topics at the meeting will include; site access, airport security, work safety, work schedule, project expectations, work procedures, emergency plans, and other items relating to the execution of the project.

3.3 LAYOUT

The contractor must field verify the measurements and coordinates indicated on the drawings with the FAA Project Engineer before starting any layout. The contractor must lay out his work from base lines and benchmarks indicated on the drawings and shall be responsible for all measurements in connection therewith. The contractor must furnish, at his own expense, all stakes, templates, platforms, equipment, tools, materials and labor as may be required in laying out any part of the work. All layout work must be completed by a Professional Land Surveyor. The contractor must properly maintain the specified layouts to assure proper alignment of the construction. Roads indicated to be installed under this contract must be laid out and clearly marked at the beginning of the project and used as access roads during construction to minimize the disturbance to the surrounding areas.

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3.4 SPECIAL REQUIREMENTS

3.4.1 Special Precautions

The contractor must conform to the rules and regulations of the airport and must coordinate all work with the FAA Resident Engineer.

Unscheduled interruptions of the electrical service to FAA facilities may cause aircraft accidents and loss of life. Work requiring a temporary or permanent de-energization of equipment must be scheduled in writing with the FAA Resident Engineer and the onsite FAA maintenance personnel. Only onsite FAA maintenance personnel are authorized to energize/de-energize equipment, or to operate a circuit breaker, switch, or fuse in an FAA facility.

3.4.2 Safety Requirements

Aviation safety is the primary consideration during airport construction. The contractor is completely responsible for complying with the Airport’s safety and operation procedures, as dictated by the Airport.

During the performance of this contract, the airport runways, taxiways, and aircraft parking aprons must remain in use by aircraft to the maximum extent possible, consistent with continual safety. The contractor must not allow employees, subcontractors, suppliers, or any other unauthorized person to enter or remain in any airport area that would be hazardous to persons or to aircraft operations.

3.4.2.1 Runway Safety and Object Free Areas

The Runway Safety Area (RSA) for runway 02-20 at Watsonville Municipal Airport is a rectangular area extending 75 ft. on each side of the runway centerline and 300 ft. beyond (downwind) the end of the runway threshold. See the construction plans for dimensions of the other surfaces described herein.

The airport contractor will delineate, in the work areas, the boundaries of the runway safety area, runway object free area, taxiway safety area, and taxiway object free area with 3/8" x 1 1/2" x 4' long pointed lath (survey sticks) and bright orange flagging.

Should any work occur near areas where there is not existing delineation the contractor must extend the existing delineation to encompass the work site.

The contractor will not be allowed into the RSA without prior approval from the FAA Resident Engineer and the Airport Manager. In general, no workers or equipment will be allowed inside the safety area when aircraft are using the runway. Work to be done inside the safety area must be scheduled a minimum 7 days in advance with the FAA Resident Engineer and the Airport manager.

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The contractor shall not be allowed to store vehicles and/or equipment inside the Runway Object Free Area (ROFA) without the approval of the FAA Project Engineer. The Runway Object Free Areas (ROFA) for Runway 02-20 is a rectangular area extending 250 ft. on each side of the runway centerline and 300 ft. beyond (downwind) the end of the runway threshold. Temporary staging and storage of equipment and materials shall be limited to those that will be immediately utilized during the current work shift. At the end of each working shift all equipment and materials must be removed from the ROFA and stored in designated staging areas.

In addition to the restrictions of working in the Runway Safety area and Object Free Area, the Airport Manager and/or the FAA Project Engineer may impose more restrictive requirements as needed to maintain airport safety.

3.4.2.2 Approach and Departure Surfaces

No vehicles or equipment shall be permitted to penetrate an approach surface (extended along the runway centerline) of 20:1 for visual runways and 34:1 for runways with an operational ILS or active RNAV approach. The approach surface begins at the runway threshold centerline elevation and starts 200 ft downwind from the threshold (or from the location of the Displaced/Relocated threshold). No vehicles or equipment shall be permitted to penetrate a departure surface (extended along the runway centerline) of 40:1 for instrument runways beginning at the end of the Take Off Distance Available (TODA) point.

3.4.2.3 Construction Vehicle Traffic

The contractors' vehicles and equipment must enter the work site and construction areas at approved locations, and by way of authorized routes. The use of runways, aprons, taxiways, ramps, will not be permitted unless specifically approved by the FAA Project Engineer and the Airport Manager. The contractor must inform all personnel that aircraft have the right-of-way at all times. The contractor will be responsible for maintaining control and security at each entry point, as approved.

At a minimum, all vehicles and motorized equipment that enter the Airport Operations Area (AOA) must be marked per AC 150/5210-5B (or latest version). In general, all vehicles and motorized equipment inside the AOA must be marked with a three foot by three foot flag with international orange and white 12 inch squares displayed in full view above the vehicles. At night, or during periods of low visibility, all vehicles and equipment operating in the AOA must be identified with an approved yellow flashing beacon. All vehicles must be marked with owner’s corporation name/logo. Such markings must be at least 12” tall.

In addition, no personnel will be permitted to drive on the AOA unless he/she has read, and certified that he/she has read, “A Guide to Ground Vehicle Operations on an Airport” (DOT/FAA/AS-90-3). A copy of this document is available at the link listed in section 1.2.

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THE AIRPORT AND/OR THE FAA MAY HAVE ADDITIONAL REQUIREMENTS

FOR VEHICLES, EQUIPMENT, AND PERSONNEL OPERATING INSIDE THE

AOA. SEE THE CONSTRUCTION ACCESS AND STAGING AREA PLAN

ATTACHED FOR ADDITIONAL REQUIREMENTS.

3.4.2.4 Unauthorized Structures

The contractor shall install no fences or other physical obstructions on or around the project work area without the approval of FAA Project Engineer.

3.4.2.5 Hazard Marking

The contractor must furnish and use barricades, runway closure Xs, flashers, flags, traffic cones, signs, etc., for the following:

- To prevent aircraft from taxiing onto a closed runway, taxiway or apron.

- To outline construction/maintenance areas.

- To identify isolated hazard areas such as open manholes, ditches, potholes, waste areas, etc.

- To identify FAA and Airport facilities, cables, power lines, ILS Critical areas, and other sensitive areas, in order to prevent damage, interference and facility shutdown.

All hazard markings must be furnished and setup by the contractor. Barricades inside the runway safety area must be lightweight and frangible. For daytime use, barricades should be supplemented by flags; for night time use, they must have flashing red lights.

Night time barricades must not penetrate the approach surface. All markings/barricades must be to the approval of the FAA Project Engineer.

3.4.2.6 Safety Plan

Prior to commencement of work, the contractor must submit a safety plan for approval by the Project Engineer. An acceptable safety plan must take into account areas discussed in Appendix 1 of AC 150/5370-2C and the Airport’s rules for construction activity at the Airport. The plan must include, but is not limited to; requested runway/taxiway closures;

runway threshold relocations or displacements; runway/taxiway barricade and lighting plan, including provisions for lighted X’s (all barricades and lighted X’s must be provided by the contractor); runway/taxiway crossing control; hazard markings; hours of operation; access to the site; airport gate control; radio monitoring procedures; list of personnel/sub-contractors working for the contractor; electrical safety; removal and disposal of material; a plan for dealing with hazardous material; and a plan to insure that existing operational facilities and equipment are not interrupted.

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3.4.3 Radio Communications

The contractor's superintendent (or someone appointed by the superintendent) is required to monitor a transceiver radio at all times when the contractor is operating inside the AOA. The transceiver is contractor furnished with a frequency range of 118-136 Mhz and tuned to the local air traffic frequency. Such radios must be used so that any unusual occurrence of approaching, departing, taxiing aircraft can be acknowledged by all concerned parties.

3.4.4 Work Limitations

The contractor’s activities must be planned and scheduled to minimize disruption of normal aircraft activities. If the clearances and restrictions described in this section cannot be maintained while construction is underway (for example, when performing work that is required inside the runway safety area), action must be taken to close runways (or taxiways, or aprons), displace/relocate the runway threshold temporarily (see 3.4.4.2), and/or to perform work at night or during periods of minimal aircraft activity, as approved.

3.4.4.1 Trenches, Holes, and Excavations

Trenches, holes, and any other type of excavation within the runway safety area are not allowed without either closing the runway or adequately displacing/relocating the runway threshold to accommodate the work. If a runway closure or displacement/relocation of the runway threshold becomes necessary, the contractor must submit a detailed plan which must be approved by the Airport and the FAA.

Any excavation left open inside the runway or taxiway safety area while said surfaces are open for operations, must be covered with steel plates that must withstand a 100 KSF loading without failing.

Any excavation left open outside the RSA or TSA, must be adequately secured to prevent the accidental entrance of personnel or vehicles. This may require the use of cones, flagging, or barricades as appropriate.

3.4.4.2 Displaced/Relocated Threshold

The contractor’s work plan must include provisions for temporarily Displacing/Relocating the runway threshold if relocating the threshold is required to complete the work.

a) Displaced Threshold

A displaced threshold is a runway landing threshold which is located at a point other than at the physical end of the full strength pavement. A temporary runway threshold

01010 - Summary of Work - Page 16 displacement may be used to provide landing aircraft adequate clearance over construction equipment and other objects adjacent to the runway or in its approaches.

Pavement behind (downwind) a displaced threshold may be used for takeoff, or for rollout after landing.

Displaced thresholds may be used during day time operations only. The markings must be removed each night.

b) Relocated Threshold

A relocated threshold is a runway landing threshold which is located at a point other than at the physical end of the full strength pavement. A temporary runway threshold relocation may be used to provide landing aircraft adequate clearance over construction equipment and other objects adjacent to the runway or in its approaches. Pavement behind (downwind) a relocated threshold is not to be used for takeoff or for rollout after landing.

Relocated thresholds include the installation of temporary stake mounted threshold/end lights for night operations.

The contractor’s plan for the threshold Displacement/Relocation must be approved by the FAA Project Engineer prior to starting any work where the runway safety area and/or approach surface is affected.

3.4.5 Work Plan

Prior to commencement of work, the contractor must submit a work plan for approval by the Project Engineer. An acceptable work plan must detail the means and methods which will be used to complete each major item of work within the contract. At a minimum, it must detail the personnel, equipment, and methods by which the contractor will complete the project. The purpose of this plan is to ensure that the contractor has a comprehensive understanding of the work required to complete the project.

3.4.6 Safety Plan Compliance Document (SPCD)

Prior to the issuance of NTP the contractor must submit a Safety Plan Compliance Document (SPCD). This document must either state in writing that the contractor has agreed to follow the requirements of the CSPP and Project Plan or it must present alternative plans for any requested deviations from the CSPP/Project Plan. Any requested deviations must be approved by the FAA Project Engineer prior to issuance of NTP.

3.5 PROTECTION OF EXISTING UTILITIES AND CABLES

The existing utility lines, utility structures and all underground cables, as may be shown on the drawings are approximate and incomplete. Where excavation occurs in the vicinity of existing utilities or cables, the contractor must use a private cable locator (at

01010 - Summary of Work - Page 17 the contractor’s expense), to locate the existing utilities or cables prior to any excavation.

The contractor must stake all utility or cable crossings and such areas must be hand excavated. The contractor must immediately repair any damage done by the contractor or suppliers to utilities or cable within the work area.

The contractor must keep on site, at all times during excavation activities, splice kits and hardware to repair 600V power cables (three kits required sized for 3/0 cable), and 25PR communication cable (1 kit required). Catalog sheets for these repair kits must be submitted to the project engineer prior to construction start.

3.6 INSTALLATION AND WORKMANSHIP

All work must be performed according to the intent of the contract, and normal and accepted industry and Government standards.

All work must be accomplished by skilled workers regularly engaged in this type of work. Where required by local regulations, the workers must be properly licensed.

Electrical terminations and splices must be completed by a qualified and licensed electrician.

The contractor must give constant attention to the work to facilitate the progress thereof, and must cooperate with the Project/Resident Engineer in every way possible. The contractor must have a competent superintendent on the work site at all times who is fully capable of reading and thoroughly understanding the plans and specifications and who will receive and fulfill instructions from the Project/Resident Engineer.

An initial inspection will be conducted when a representative sample of work has been completed. This work must be approved by the FAA Project Engineer or his representative, prior to the commencement of additional work.

All conduits must be completely cleaned prior to installing cable. A flexible mandrel must be used to clean out mud, dirt, and debris from the raceways.

Underground conduits must be installed so that no water can be trapped in the raceway (water must able to drain out of one end).

All foundations, manholes, vaults, pull box's, equipment racks, buildings, roads, retaining walls and other above ground structures must be installed square (perpendicular and parallel) to the runway centerline, prevailing structure or road as indicated on the drawings unless specifically indicated to be otherwise. Elevated conduits and structures (those extending above grade) must be installed level and plumb. Unless otherwise indicated, maximum tolerance for vertical plumb ness is 1/8” horizontal for every four feet vertical. Exposed raceways must be installed parallel to or at right angles with the lines of the finished structure, unless otherwise indicated.

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Tops of foundations, cans, pull box’s, manholes, vaults, etc., must be uniform with the tops of concrete at the surrounding structures, natural grade or as indicated on the drawings or as directed by the Project Engineer. Unless otherwise indicated, top of foundations, cans, pull box’s, manholes, etc. must be level with a maximum tolerance of 1/16” per foot.

Road curves must be as indicated on the drawings or as indicated by the Project Engineer.

Edges of roads, walkways and graveled areas must be clean, sharp, and well defined.

Installed surface material must not be allowed to spill outside the defined edges.

Installed foundations, structures, walkways, and roads not meeting the above requirements must be removed, disposed of, and re-installed correctly at the contractor’s expense.

3.7 TEMPORARY FACILITIES

The contractor must provide and pay for all temporary services and facilities as specified below and as necessary for the proper and expeditious execution of the work. The contractor must make, or have made, all connections to existing services and sources of supply as necessary and/or indicated and pay all charges for the same. All work under this section must comply with applicable laws, rules, regulations, codes, ordinances, and orders of all Federal, State, and Local authorities having jurisdiction for the safety of persons, materials and property. The contractor must remove all such temporary installations and connections when no longer necessary for the project work.

3.7.1 Temporary Water

The contractor must make arrangements to furnish a potable water supply for workers and project work, and pay for all water and services.

3.7.2 Temporary Toilets and Sanitation

The contractor must provide ample and suitable on site sanitary conveniences with proper enclosures for the use by the workers, FAA personnel, and FAA support personnel. Such conveniences must be kept clean, properly ventilated and installed and maintained in conformity with requirements of all laws and ordinances governing such installations.

Locations will be subject to the FAA Resident Engineer's approval. After completion of the work such conveniences must be removed from the site.

3.8 SECURITY REQUIREMENTS

The contractor must comply with all security requirements established by the Airport and must pay for any associated costs of said requirements. Only direct construction support personnel, vehicles and/or equipment will be allowed to the construction site.

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During construction operations, the contractor must use only the access gates and haul roads that are designated by the FAA Project Engineer. The contractor shall be required to keep access gates guarded or closed during construction hours. The gate may be opened only for authorized vehicle traffic flow. At such times as this gate is not guarded, it must be closed and securely locked. The contractor shall be held duly responsible to uphold the above security stipulations at all times during the progress of the construction project. No deviations from these security measures shall be allowed at any time.

The Airport Authority requires that personnel who work within the AOA be badged or be escorted by badged personnel. At a minimum two members of the contractor’s work crew must be badged. Additional personnel must be badged as required in order to complete the work in a safe and expeditious manner. The contractor should plan to make an additional trip to the airport in advance of construction to complete the badging process.

3.9 SAFETY

All work must be accomplished in accordance with OSHA Regulations (Standards – 29 CFR), Part 1926, Safety and Health Regulations for Construction.

Protective Equipment, including personal protective equipment for eyes, face, head, and protective clothing must be used wherever it is necessary by reasons of hazards or environment [1926.95].

• Head protective equipment (helmets) must be worn in areas where there is a possible danger of head injuries from impact, flying or falling objects, or electrical shock and burns [1926.100].

• Eye and face protection equipment must be worn when machines or operations present potential eye or face injury [1926.102].

Specific work and operations requiring the mandatory use of personnel protective equipment shall be determined by the FAA Resident Engineer.

3.10 SEDIMENTATION, EROSION, DUST, & FOD CONTROL, SPCC AND

SWPPP

The Contractor must submit a plan for dust and FOD control. The plan must show best management practices, locations of cleaning stations, dumpsters, sweeping plans and the application of water as needed to control dust. This plan must be reviewed and approved by the FAA prior to any commencement of onsite work.

The contractor must also submit a formal Storm Water Pollution Prevention Plan (SWPPP). The plan must show best management practices to prevent any pollutants and runoff from the contractor’s activities from entering any waterways or storm sewers. The sedimentation and erosion control layouts shown on AYN-D-LOC02-G003 may be used

01010 - Summary of Work - Page 20 to assist the contractor in the preparation of this plan. The contractor must submit this plan to the FAA for review and approval prior to the commencement of onsite work.

Additionally the contractor must obtain Storm Water Construction Permits – soil and erosion permits related specifically to Construction Activity. For any required federal, state, or local permits related specifically to soil and erosion control during construction activities, and where such agencies allow the government’s contractor to apply directly for such permits, the contractor shall apply directly to the appropriate permitting agency for permit coverage. Application packages submitted by the contractor directly to the regulator shall be signed by the contractor and not delegated to any subcontractors or other third parties. A minimum of fourteen (14) days prior to NTP, the contractor shall provide the government with written and electronic copies of all final Notices of Intents (NOIs), correspondence submitted to and received by regulatory agencies, project construction startup and closeout notifications, and other permit correspondence (to include copies of the actual permits issued). The contractor shall provide one (1) electronic copy of final SWPP to the government within fourteen (14) days of receiving the government’s comments on the draft SWPPP.

A Spill Prevention, Control and Countermeasure Plan (SPCC) is also required. This plan must detail the methods the contractor will follow to prevent and if necessary remediate the accidental spillage of any oils, lubricants, or other hazardous liquids. The contractor must submit this plan to the Airport for review and approval prior to the commencement of onsite work.

3.11 DEBRIS CONTROL AND CLEAN-UP

The work site must be kept clean and orderly during the progress of work. Special attention must be exercised to prevent the production of FOD (foreign object debris) which could cause damage to aircraft and/or airport equipment. Prior to the Contract Acceptance Inspection (CAI), the contractor must clean all areas of the construction site.

This shall include but is not limited to the dress-up, sweep-up, and re-seeding of all areas disturbed during construction. A neat final appearance of the installed facilities (interior and exterior) will be emphasized. All clean-up work must be to the approval of the FAA Project Engineer.

Upon completion of work, the contractor shall be required to obtain a letter from the Airport Manager indicating that the work area has been left in an acceptable condition. A copy of the letter must be given to the FAA Project Engineer.

3.12 INSPECTION & ACCEPTANCE

The Contractor must maintain an adequate inspection system and perform such inspections to ensure that the work performed under the contract conforms to contract requirements. The Contractor must maintain complete inspection records and make them available to the Government.

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THE PRESENCE OR ABSENCE OF A GOVERNMENT INSPECTOR DOES NOT

RELIEVE THE CONTRACTOR FROM ANY CONTRACT REQUIREMENT.

The Government inspections and tests are for the sole benefit of the Government and do not-

• Relieve the Contractor of responsibility for providing adequate quality control measures;

• Relieve the Contractor of responsibility for damage to or loss of the material before acceptance;

• Constitute or imply acceptance.

The Contractor must, without charge, replace or correct work found by the Government not to conform to contract requirements. The Contractor must promptly segregate and remove rejected material from the premises.

3.13 WETLANDS AND ENDANGERED SPECIES

McNary Field Airport contains both delineated wetlands and endangered species. The contractor must comply with the requirements listed in the Categorical Exclusion document when interacting with these items.

3.13.1 Santa Cruz Tarplant

Santa Cruz Tarplant, an endangered species, is present on the airfield. The government will delineate individual instances of the plant within the work limits using pin flags prior to construction start. The contractor must maintain these markings throughout construction. The contractor must avoid this plant throughout construction. If instances of the plant are found to be in conflict with the construction plans, the contractor must immediately inform the resident engineer. The contractor must minimize traffic off airport access roads and must minimize ground disturbance outside of the project limits to the maximum extent practicable. BMPs must be installed at every location in which construction occurs within 20’ of an instance of the plant. No work may occur closer than 10’ to an instance of the plant without prior approval from the FAA.

***END OF SECTION***

SECTION…