PAPI & MALS Technical Specifications.pdf

TECHNICAL SPECIFICATIONS

FOR A

PROJECT

TO

ESTABLISH

PRECISION APPROACH PATH INDICATOR FACILITY (PAPI)

REPLACE THE EXISTING

MEDIUM APPROACH LIGHT SYSTEM (MALS) SHELTER

AT THE

NORTH CENTRAL STATE AIRPORT

PAWTUCKET (LINCOLN / SMITHFIELD), RI

PREPARED BY: BOSTON NAVAIDS ENGINEERING CENTER, AJW-2E14A

NASHUA, NH

DATE: March 2019

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

AIR TRAFFIC ORGANIZATION

EASTERN SERVICE AREA

TECHNICAL OPERATIONS

TABLE OF CONTENTS

DIVISION 1 – GENERAL REQUIREMENTS

01010 .......................................................................................... Summary of Work 01030 ....................................................... Materials, Equipment & Workmanship

DIVISION 2 – SITE WORK

02200 .................................................................................... Excavation & Backfill 02205 ........................................................................ Walkways & Graveled Areas 02324 ......................................................................................................... Trenching 02490 ......................................................................................... Engineering Fabric 02880 ......................................................... Seeding & Mulching – Not Applicable

DIVISION 3 - CONCRETE

03100 ....................................................................................... Concrete Formwork 03200 …………………………………………………….Concrete Reinforcement 03310 ........................................................................................................... Concrete

DIVISION 4 ............................................................................ Masonry – Not Applicable DIVISION 5 ................................................................. Structural Steel – Not Applicable DIVISION 6 ............................................................... Wood & Plastics – Not Applicable DIVISION 7 ..................................... Thermal & Moisture Protection – Not Applicable DIVISION 8 ............................................................ Doors & Windows – Not Applicable DIVISION 9 ....………………………………………………..Finishes – Not Applicable DIVISION 10….……………………………………………Specialties – Not Applicable DIVISION 11..…………………………………………….Equipment – Not Applicable DIVISION 12 ..................................................................... Furnishings – Not Applicable

DIVISION 13 – SPECIAL CONSTRUCTION

13000 …………………………………………Existing Site Conditions - Photos

DIVISION 14 ......................................................... Conveying Systems – Not Applicable DIVISION 15 ...................................................................... Mechanical – Not Applicable

DIVISION 16 - Electrical 16010 .......................................................................................... General Provisions 16011 ............................................................................................... Electrical Work 16110 ......................................................................................................... Raceways 16120 ............................................................................................... Wires & Cables 16135 ............................................................................ Electrical Boxes & Fittings 16170 .......................................................................................... Circuit Disconnect 16900 ................................................................................. Site Grounding Systems

Appendix

Appendix A Advisory Circular – 150/5370-2G “Operational Safety on Airports During Construction”

A Guide to Airport Ground Vehicle Operations

Appendix B FAA-STD-019f – Lightning and Surge Protection, Grounding, Bonding and Shielding Requirements for Facilities and Electronic Equipment

FAA-C-1217g – Electrical Work, Interior

FAA-C-1391d – Installation & Splicing of Underground Cables

Appendix C Cable Test Data Forms

Appendix D Pre-construction / Maintenance Project Safety and Health Checklist

North Central State Airport Establish PAPI & MALS Shelter Replacement Pawtucket, Rhode Island Runway 05

March 2019 01010-1 Summary of Work

DIVISION 1 – GENERAL REQUIREMENTS

SECTION 01010 – SUMMARY OF WORK

PART 1 – GENERAL REQUIREMENTS

1.01 Project Scope: This specification covers the requirements for the construction / installation project of a LED (FA-17700) Precision Approach Path Indicator (PAPI) facility and an unmanned infrastructure (UIS) project to replace the MALS shelter, at the Pawtucket – North Central State Airport, Smithfield, Rhode Island. The site-specific scopes are detailed herein.

PAPI Scope - The work includes the following: establish the new LED PAPI facility, remove the existing VASI facility and restore the runway safety area (RSA) meeting the RSA requirements. The scope of work for this project is outlined below, but is not limited to the following activities;

• Layout and Site Preparation,

• Excavation,

• Installation of pre-cast and/or cast in-place reinforced concrete foundations to support the PAPI Lamp Housing Assemblies (LHAs),

• Hand hole installations,

• Electrical power service work from an existing FAA AWOS system,

• Underground electrical/control conduit/duct bank installation,

• Electrical cable installation and testing,

• Electrical grounding,

• Equipment assembly,

• Associated site work and cleanup,

• CAI and system acceptance.

(Please note: All of the above is described herein and on the drawings)

PAPI Sequence of Work

The Contractor must coordinate all project efforts with the COR, the local FAA representatives and the Airport Authority. The Contractor must identify and mark any and all utilities prior to commencing work, paying particular attention to the area of the incoming power.

The contractor must survey and layout the location of new PAPI LHA’s and PCA Rack. The LHAs shall be installed 50’ off the edge of pavement of the runway. The stationing for the PAPI shall be showing in detail in the drawing. The PCA will be located 100’ South East of Taxiway B (as shown in the drawings).

The Contractor must excavate, form, cast, and backfill the PAPI LHA foundations.

The Contractor may use pre-cast foundations in lieu of cast in place foundations.

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The Contractor must perform the required trench excavation and installation of specified conduits types for the service entrance power and for facility power and control feeds (as shown on project drawings). The Contractor must hand dig in areas where existing cables are determined to be. All trenching must be coordinated with the COR and Airport Authority.

The Contractor must install the grounding counterpoise at the new PCA Rack. The contractor must properly ground all equipment installed and install a guard wire above all PVC conduit.

The Contractor must wire and install LHA equipment atop new foundations and install PCA equipment at the rack site. The Contractor must then install, test, and terminate, the new power cables to the LHAs.

The Contractor must then perform required system testing, final cleanup and project closeout procedures. Upon completion of the testing and final cleanup, a FAA technician will perform the certification process required to commission the system.

MALS Scope - The MALS shelter project consists of the removal and demolition of the existing wood framed 10’ x 12’ shelter and the installation of new 10’ x 16’ Dupont fiberglass shelter, provided as government furnished material (GFM).

The general scope for the MALS portion is outlined below, but is not limited to the following activities;

• Survey layout and site preparation,

• Careful removal and storage of existing MALS electronic equipment,

• Demolition and proper disposal of the existing MALS shelter,

• Excavation (including hand digging within proximity of existing cables),

• Concrete handhole installations,

• Underground electrical conduit/duct bank installation as shown on the project drawings (hand digging within proximity of existing cables),

• New transformer installation,

• New equipment shelter concrete grade beam installation,

• New MALS shelter placement (a crane may be required for the placement),

• MALS equipment installation within the new equipment shelter as shown on the project drawings,

• Cable installation and testing,

• Electrical & equipment grounding,

• Associated site work and clean-up,

• CAI and system acceptance.

(Please note: All of the above is further described herein and on the drawings)

MALSR Sequence of Work

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The Contractor must coordinate all project efforts with the COR, the local FAA representatives and the Airport Authority. The Contractor must identify and mark any and all utilities prior to commencing work, paying particular attention to the area of the incoming power service and the outgoing MALS facility cables.

The Contractor must excavate, form, cast, and backfill the equipment shelter concrete foundations. The Contractor may use pre-cast concrete foundations in lieu of cast in place foundations.

The Contractor must install the grounding counterpoise and place the gravel for the new equipment shelter site. The Contractor shall set the new 10’x16’ Dupont fiberglass equipment shelter; finish all grounding and lightning protection connections.

The Contractor must perform the required trench excavation and installation of specified conduits types for the service entrance power and for facility power and control feeds (as shown on project drawings). A new MALS distribution panel shall be established. The Contractor must hand dig in areas where existing cables are determined to be.

The Contractor shall install a new concrete vault for the new Contractor furnished

37.5 KVA transformer and trench where detailed on the project drawings. The Contractor shall take care to excavate / hand dig and protect all existing incoming power and MALS facility cables to reconnect as shown.

The Contractor must then perform required system testing, final cleanup and project closeout procedures. Upon completion of the testing and final cleanup, a FAA technician will perform the certification process required to commission the system.

Construction Schedule

All work on this project will be performed during daylight hours. Any required shutdowns shall be coordinated with the COR/RE and Airport Authority. Refer to the Construction Safety and Phasing Plan (CSPP) for additional details.

1.01.1 Definitions

1.01.1.1 Federal Aviation Administration (FAA) - The terms "Federal Aviation

Administration" (FAA) and "Government", as used herein, denotes the facility "Owner".

1.01.1.2 Rhode Island Airport Corporation (AIRPORT AUTHORITY) - The term

AIRPORT AUTHORITY, as used herein, denotes the North Central State Airport Manager or Airport Superintendent of Operations.

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1.01.1.3 Contracting Officer - The term "Contracting Officer" (CO), as used herein, denotes the person designated to act on behalf of the Government concerning the contractual financial and timely performance of the contract.

1.01.1.4 Contracting Officer’s Representative (COR) – The term “Contracting Officers

Representative” (COR), as used herein, denotes the authorized representative of the Contracting Officer for on site technical coordination. The COR shall be the focal point for all coordination between the Contractor, the local FAA and Airport Authority. The COR represents the Government primarily in technical matters related to the plans and specifications of the project.

1.01.2 Pre-construction Conference - The Contractor shall attend a Pre-construction

Conference at the time and location specified by the CO. Local procedures related to ingress, egress and security; requirements for material disposal, vehicles on the site, and safety will be discussed. Compliance with these procedures, while on site is mandatory.

1.01.2.1 Pre-construction and Maintenance Project Safety and Health Checklist –

During the pre-construction meeting, the FAA and the Contractor will review and sign the checklist (see Appendix D).

1.01.3 Access for Inspection - The Contractor shall allow the COR complete access to all portions of the work. Portions of the work buried, enclosed, or disguised shall be inspected by the COR before being obscured by the next operation of the Contractor.

In all cases, the COR shall be informed accordingly and given access to the work.

Work obscured before inspection and acceptance by the COR may, at the option of the COR, be opened for inspection at no additional cost to the Government.

1.01.4 Existing Utilities - Subsurface utilities and cables, whose existence is known to the

FAA, are shown on the contract drawings in approximate locations. Other utilities may not be shown on the contract drawings. The Contractor shall field verify the location of underground utilities before excavating as stated in the Summary of Work. Damage to any existing FAA, or airport related cables or equipment is unacceptable. Any precautions shall be undertaken by the Contractor to protect the National Airspace System (NAS). This shall be accomplished, in part, by coordinating with the local FAA System Support Center (SSC), Airport Authority, Dig Safe, and the COR.

1.01.4.1 Hand Digging - Hand excavation methods shall be used in locating all existing utilities. The Contractor, at no additional cost to the Government, shall repair any damage caused by the Contractor immediately to the satisfaction of the local FAA and Airport Authority. Repairs, if necessary, shall be in accordance with the specifications and conditions stipulated by the COR.

1.01.5 Project Coordination - The Contractor shall be required to coordinate his/her construction activities with the FAA, Airport Authority, System Support Center

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(SSC) and the Technical Support Office (TSO) personnel through the COR. All work which effects FAA or flight operations shall be coordinated and approved by both Airport Authority and FAA personnel through the COR at least seventy-two

(72) hours in advance of the scheduled work. Failure to notify and obtain the necessary approval may result in a rescheduling of the work. No claim for delay will be entertained in such case. If weather conditions or aircraft operations preclude a scheduled shutdown of an existing FAA facility or runway, the Contractor shall reschedule the work. The Contractor will be required to coordinate all power shutdowns of existing facilities with the FAA SSC/TSO offices through the COR at least seventy-two (72) hours in advance.

1.01.6 Layout of Work – The Contractor must establish the layout of the proposed work from the baselines and elevations indicated on the drawings and will be responsible for maintaining those measurements throughout the project. The Contractor must furnish, at his/her own expense, all stakes, templates, tools, materials and labor as may be required in performing the layout of any part of the work. It will be the responsibility of the Contractor to maintain and preserve all stakes and other marks previously established until authorized to remove them. If such marks are destroyed by the Contractor, or through his/her negligence, before authorized removal, they may be replaced by the COR at his/her discretion. The expense of replacement will be deducted from any amounts due or to become due to the Contractor.

1.01.7 Final Cleaning - Before final acceptance of the work, all GFM, CFM and debris must be removed from the general site area.

1.01.8 Contractor's Acceptance Inspection (CAI) - After completion of the Contractor's work, a CAI will be conducted between the Contractor and the FAA. The COR will review the contract documents and verify the Contractor has completed all required work. If work remains to be completed, a punch list will be prepared. A Joint Acceptance Inspection (JAI), which is an internal approval process within the FAA, may be held concurrently with the CAI.

1.01.9 Applicable Documents - All FAA, Military, Federal, and industrial standards, specifications, and contract drawings referenced in this and the following divisions form a part of this specification and apply where specified. All references to standards, specifications, and standard construction drawings refer to the latest editions in effect on the date of the contract.

1.02 Supporting Documents

1.02.1 List of Drawings: Drawings are an attachment to the Specifications.

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PAPI DRAWING SET:

Cover Sheet SFZ-1204109-G001 Index Sheet SFZ-1204109-G002 General Notes and GFM List SFZ-1204109-G003 General Airport Layout SFZ-1204109-G004 Site Plan SFZ-1204109-C001 Facility Site Plan SFZ-1204109-C002 Miscellaneous Details SFZ-1204109-C003 LHA Installation SFZ-1204109-S001 PCA Rack Foundaton SFZ-1204109-S002 PCA Equipment Installation SFZ-1204109-Q001 Electrical Wiring Diagram SFZ-1204109-E001 Remote Control Wiring SFZ-1204109-E002 PAPI Installation Procedure SFZ-1204109-E003

MALSR DRAWING SET

Cover Sheet SFZ-1304127-G001 Index Sheet SFZ-1304127-G002 General Notes and GFM List SFZ-1304127-G003 Site Layout Plan SFZ-1304127-C001 Site Plan SFZ-1304127-C002 Miscellaneous Details SFZ-1304127-C003 Foundation Design SFZ-1304127-S001 Interior Floor Plan and Details SFZ-1304127-Q001 Exterior Wall Elevations SFZ-1304127-Q002 Grounding Plan SFZ-1304127-Q003 Electrical Wiring Diagram SFZ-1304127-E001 System Layout & Wiring diagram SFZ-1304127-E002

1.03 Special Considerations

1.03.1 Applicable Publications - The publications listed below form a part of this specification to the extent referenced and are referenced by basic designation only.

1.03.1.1 Code of Federal Regulations (CFR):

A. OSHA General Industry Safety and Health Standards (29 CFR 1910), OSHA Construction Industry Standards (29 CFR 1926). OSHA 2202 is a condensed version of 29 CFR 1926. Each is for sale by the Superintendent of Documents, U.S.

Government Printing Office, Washington DC 20402.

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1.03.1.2 Federal Standard:

A. Safety Data Sheets, Preparation and the Submission of to the CO (see Section

1.03.2.4 for details).

1.03.2 General Safety - OSHA, and FAA safety standards (Subcontractor Safety Guidance

Manual) will be enforced. In keeping with such standards, the Contractor shall, at a minimum, provide:

1.03.2.1 Safety Plan - The Contractor must have a Site Specific Safety Plan with the purpose of maintaining a safe working environment for construction workers employed on this project. One (1) copy of the plan must be submitted to the CO for review, and one (1) copy must remain at the work site. As a minimum, the plan must require predetermined periodic "tailgate" meetings, identifying job specific hazards, scheduled inspections of equipment which check for potential hazards created by wear, damages, etc… A statement that the current OSHA regulations on safety in the construction industry, as well as FAA airport safety regulations, are followed must be provided. The plan will be used by the COR, to insure that the work is accomplished in accordance with accepted safety practices. Site Specific Safety Plan must be filed on site at all times.

1.03.2.1 Safety Plan - The Contractor must have a Site Specific Safety Plan with the purpose of maintaining a safe working environment for construction workers employed on this project. One (1) copy of the plan must be submitted to the CO for review, and one (1) copy must remain at the work site. As a minimum, the plan must require predetermined periodic "tailgate" meetings, identifying job specific hazards, scheduled inspections of equipment which check for potential hazards created by wear, damages, etc… A statement that the current OSHA regulations on safety in the construction industry, as well as FAA airport safety regulations, are followed must be provided. The plan will be used by the COR, to insure that the work is accomplished in accordance with accepted safety practices. Site Specific Safety Plan must be filed on site at all times.

1.03.2.2 Safety Plan Compliance Document (SPCD) - The Contractor shall submit a SPCD describing how it will comply with the requirements of the Construction Safety Phasing Plan (CSPP) and supply any details that could not be determined before contract award. The SPCD must include a certification statement by the Contractor that indicates it understands the operational safety requirements of the CSPP and it asserts it will not deviate from the approved CSPP and SPCD unless written approval is granted by the airport authority. The supplemental information in the SPCD should be written to match the format of the CSPP indicating each subject by corresponding CSPP subject number and title. If no supplemental information is necessary for any specific subject, the statement, “No supplemental information shall

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March 2019 01010-8 Summary of Work be written after the corresponding subject title. The SPCD should not duplicate information in the CSPP. See Advisory Circular AC 150/5370-2F for details.

1.03.2.3 First Aid and CPR – In case of emergency contact the Airport Authority and 911 immediately.

1.03.2.4 Trained Personnel - Personnel must be properly trained in the usage of all equipment for which they will be required to use during the Contract. The COR may request documentation or other evidence of training at any time. Personnel without adequate training will be prohibited from using such equipment.

1.03.2.5 Safety Data Sheets - The Contractor must have Safety Data Sheets (SDS) conforming to Federal Standards, written by the manufacturer, for all materials containing chemicals or other substances which may pose a hazard. One (1) copy of each SDS shall be submitted to the CO and one (1) copy of each SDS shall be kept on file at the job site at all times. The Contractor and subcontractors will be prohibited from handling any material that does not have an applicable SDS on file at the site until such SDS arrives on site.

1.03.2.6 Safety Equipment - The Contractor must provide the necessary safety equipment for this contract including, but not limited to, an approved First-Aid kit suitable for the work as specified in the contract documents. Additionally, the Contractor must provide the appropriate number of annually inspected, charged, fire extinguishers with the proper NFPA rating. The Contractor’s personnel must be provided with Personal Protection Equipment (PPE) as required.

1.03.2.7 HAZCOM Program - The Contractor must have a hazard communications

(HAZCOM) program. The Contractor and each subcontractor must submit a copy of their HAZCOM program as well as a copy of their current OSHA 200 form, if requested.

Although OSHA regulations and the Contractor's Safety Plan will usually apply, the

COR may consider certain work practices to be unsafe in accordance with Public Law 91-596, Part 5a and 5b. The CO or COR may stop any operation that is in violation of the OSHA standards or fails to comply with the safety plan or other safe work practices.

1.03.3 Airport Authority/Operations – The Airport Authority as referred to herein is the governing body of the Air Operations Area (AOA). All movement on the AOA, work procedures, security requirements, and site access is determined by the Airport Authority. The Contractor is required to provide a Project Progress Report to the Airport Authority on a regular basis as outlined during the pre-construction meeting.

1.03.4 Airport Safety - The Contractor must comply with all safety requirements of the

Airport Authority for material disposal, badges, radio transceivers, flashing lights, vehicular operations on the AOA, special insurance requirements, displaced

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March 2019 01010-9 Summary of Work threshold markings, and construction safety plans according to OSHA or FAA requirements. Airport Authority has jurisdiction over operating procedures on and around the airport. The Contractor must comply with the items discussed at the preconstruction conference. In addition, the Contractor must observe the following requirements:

1.03.4.1 Airport Security - The Contractor must meet all of the security requirements identified by the Airport Authority. These requirements will be discussed further at the Pre-bid and Pre-construction Conferences.

1.03.4.2 Equipment Operation - No equipment will be permitted to extend above the 20:1 obstruction clearance plane along the extended centerline of the runway when landing operations are conducted on the runway.

1.03.4.3 Work Limitations - Should increased traffic activity or adverse weather conditions require discontinuance of work that would interfere with air traffic, the Contractor will be required to stop such work promptly and remove any equipment or materials which may constitute interference. Said potential delays will not result in any additional cost to the government.

1.03.4.4 Runway Safety Area Construction Limitations - No construction materials and/or construction equipment will be stored within two hundred and fifty (300) feet of the active runway centerline, including within one thousand (200) feet beyond the runway end, or within seventy-five (75) feet of the active taxiway centerline.

No excavation will be allowed to remain open (unprotected) during non-working hours. If the construction activity necessitates that an excavation remain open, the Contractor must obtain specific written approval from the COR and Airport Authority to utilize steel plates having a minimum thickness of one (1) inch to completely cover the excavation. Upon receiving approval by the COR and the Airport Authority, any open excavations are to be covered with a minimum of a one

(1) inch thick steel plate.

1.03.4.5 Storage Piles - The location and height of storage piles must be as approved by the

COR. Storage piles of any material must be located so as not to interfere with access to the site.

1.03.4.6 Temporary Light and Power - The Contractor must arrange for, provide, and maintain all temporary electric light and power as required throughout the establishment and construction project. The Contractor must pay all costs for the installation, use, and removal of such temporary light and power.

The Contractor must furnish, install, connect, and maintain all wiring, sockets, lamps, receptacles, switches, feeders, circuit work, etc. necessary to provide temporary artificial illumination and power as required for the performance of all

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March 2019 01010-10 Summary of Work work covered by these specifications or which may be required for safety and for inspection purposes.

1.03.4.7 Temporary Sanitary Facilities – The Contractor must furnish, install and maintain temporary toilet facilities required for construction and remove upon completion of the work as specified herein. The Contractor must ensure that the temporary toilet facility is properly secured in the specified location.

a. Movable Facility: Provide, install, and maintain, for the duration of the work, temporary outside toilet facilities for the use of the workmen, superintendent, construction personnel, and RE. Toilet facility must be housed in a weather-tight, elevated and floored structure, with a latched exterior door, and must be conveniently located. Toilet must be clean, equipped, and sanitary at all times.

b. At completion of the work, the toilets must be removed from the site and the portion of the site occupied by the toilets properly cleaned and graded and left in an acceptable condition.

1.03.4.8 Vehicles in Airport Operations Area (AOA) – No movement by the Contractor, subcontractors, or delivery drivers will be permitted within the AOA without permission by the Airport Authority and COR. All movements within the AOA must be discussed with the COR. All vehicles operating within the AOA must be properly identified, and escorted by a radio equipped vehicle with a properly badged FAA driver. AOA operations will be discussed in detail at the pre-construction meeting.

1.03.4.9 Radio Communications – Communications will be discussed fully at the Pre-construction Conference.

1.03.4.10 Site Access - Access to the site will be via a pre-determined route identified and agreed upon at the Pre-construction Conference. All paved haul roads or access roads must be kept clean at all times to prevent the accumulation of dirt and mud and the generation of dust by sweeping, washing, or other methods directed by the COR. All haul routes (paved and unpaved) and other areas disturbed by the Contractor’s operations must be restored to their original condition or better and to the satisfaction of the Airport Authorities and the COR. All restoration of disturbed areas will be at the Contractors expense.

PART 2 – PRODUCTS

2.01 Submittals

2.01.1 General - Samples, certificates, reports, catalog cuts, letters, shop drawings, etc.

required under this specification must be submitted the COR for approval. A minimum of two (2) non-returnable sets of drawings and two (2) non-

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March 2019 01010-11 Summary of Work returnable copies of tests, certificates, product information and reports must be provided in submissions. All products, specified herein to meet certain published specifications, must have clarification submitted which state compliance with such specifications. The Contractor must provide a minimum of seven (7) calendar days for the FAA to review and return the submittals, unless otherwise noted in the specifications. Rejection of samples, and material will not be grounds for claims by the Contractor.

2.01.2 Required Submittals to the COR for Approval

Submittal Reference Section, Paragraph A. Safety Data Sheets (SDS): 01010, 1.03.2.5 B. Schedule: 01010, 2.04.1 C. Progress Schedule: 01010, 2.04.2 D. Contractor Furnished Material

Manufacturer’s Product Data/Literature:

Geotextile Fabric: 02490, 2.03 Concrete Products: 03310, 1.03

1. Concrete Admixtures: 03310, 2.03

2. Reinforcement Steel: 03200, 2.02

3. Anchor Bolts: 03310, 2.06 Exterior Electrical Equipment: 16011, 1.03 1 Concrete Pull Boxes: 16011, 2.03

2. Cable Marking Material: 16011, 2.04

3. Cable Splice Material: 16011, 2.06 Electrical Raceways: 16110, 1.04

1. Conduit and Tubing: 16110, 2.01

2. Expansion/Deflection Couplings: 16110, 2.01 I

3. Raceway Support Systems: 16110, 2.02 Wires and Cables: 16120, 1.04

1. Wires, Cables and Conductors: 16120, 2.02

2. Wire and Cable Connectors: 16120, 2.03 Electrical Boxes and Fittings: 16135, 1.04

1. Junction/Pull Boxes: 16135, 2.01

2. Junction Box Fittings: 16135, 2.01 1E

3. Junction Box Supports: 16135, 2.01 1D Circuit Disconnect

Site Grounding System:

16170, 1.04 16900, 1.03

1. Grounding Electrodes: 16900, 2.02

2. Exothermic Connectors: 16900, 2.03

3. Grounding Conductors: 16900, 2.04 4.Ground Resistance Test Results 16900, 3.02 Substitute Material: 01010, 2.05.3 Concrete Compaction Method: 03310, 1.03 C; 3.07.7 Concrete Protection Procedures: 03310, 1.03 D; 3.07.4; 3.07.9

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The COR will keep one (1) set and return one (1) set to the Contractor with the approval status noted.

2.01.3 Required Submittals to the COR for Record - The Contractor must submit to the

COR one (1) non-returnable copy of the following:

A. Safety Data Sheets (MSDS): 01010, 1.03.2.5 B. Test Results:

1. Cable Insulation Resistance: 16120, 1.04 B; 16120, 3.02 C

2. Cable System Continuity: 16120, 1.04 B; 16120, 3.02 B & C

3. Grounding System Resistance: 16900, 1.03 B; 16900, 3.02 A

4. Voltage Tests 16120, 1.04 B; 16120, 3.02 C

2.01.4 Required Submittals to the COR - The Contractor must provide the COR one

(1) non-returnable copy of the following:

A. Trench Compaction Test Results: 02200, 3.02.3 B. Concrete Delivery Tickets: 03310, 1.03 B; 3.02.1 C. Concrete Protection Procedures: 03310, 1.03 D; 3.07.5.3 D. Test Results: 16120

1. Cable Insulation Resistance: 16120, 3.02 A

2. Cable System Continuity: 16120, 1.04 B; 16120, 3.02 B & C

3. Grounding System Resistance: 16900, 1.03 B; 16900, 3.02 A

4. Voltage Tests 16120, 1.04 B; 16120, 3.02 C

2.02 Government Furnished Material (GFM) for This Project

2.02.1 General - The Contractor will be responsible for inventory of the Government

Furnished Material (GFM) and storage at the work site. GFM will be delivered directly to the airport. The Contractor will assist in offloading the GFM.

2.02.2 Inventory - The Contractor and COR must inventory the GFM and indicate the quantities received in the space provided on the furnished material list. The furnished material list will be used as the property transferal document (Form 4650-

12) and will be certified by the Contractor and the COR at the time of transfer.

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2.02.3 Government Furnished Material List – The full list of GFM is located in the HZL-

1303335 project drawing package.

CERTIFICATION OF PROPERTY TRANSFER TO CONTRACTOR

(MATERIAL AS LISTED ABOVE)

DATE TRANSFERRED: _________________________ ITEM NO(S): ___________________

COR: __________________________ CONTRACTOR: ____________________________

Signature Signature

2.03.1 Excess Property - Upon completion of all work under these specifications, the

Contractor, together with the COR, will list the excess furnished material in the space provided below. Both the Contractor and the COR will certify the quantity of excess material listed.

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In addition, the Contractor will perform the following with respect to residual furnished material:

Place excess in a neat orderly manner at the site, or as otherwise instructed by the

COR.

The Contractor at no additional cost to the government will dispose of empty cable reels.

CERTIFICATION OF EXCESS MATERIAL

The undersigned hereby acknowledge transfer of excess materials in the quantities and condition noted:

COR: _______________________________ CONTRACTOR: ________________________

Signature Signature

DATE RECEIVED: _____________________ DATE TRANSFERRED: __________________

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March 2019 01010-15 Summary of Work

2.04 Contractor Schedules

2.04.1.1 Schedule - The Contractor must, within ten (10) calendar days from date of award of contract, submit to the CO for approval a practical schedule. The schedule must show the order in which the Contractor proposes to carry out the work, the date on which he/she will start the several salient features (including procurement of materials, plant and equipment) and the contemplated dates for completing the work.

The schedule must be in the form of a progress chart of suitable scale to indicate the approximate percentage of work scheduled and each item should have a reasonable cost aggregating the award amount for completion. The Contractor must enter on the chart the actual progress at such intervals as directed by the CO.

2.04.2 Salient Features

1. Site Layout

2. Foundation Installation

3. Shelter Installation

4. Underground Conduit/Pull Box Installation

5. Cable Installation

6. Equipment Installation

7. Testing

8. Site Clean-up

9. Removal of existing facilities

10. CAI/JAI & As-Built Drawing Submittal

2.05 Material and Equipment

2.05.1 Material Deliveries - All material deliveries made under this contract must be arranged for delivery to the Contractor's material staging area. This area will be located as determined at the Pre-construction Conference.

2.05.2 Storage and Protection - The storage and protection of Contractor material and

GFM (once accepted) will be the sole responsibility of the Contractor. The Contractor will provide at his/her own expense all fencing, shelters and security personnel as may be necessary for the protection of the material and equipment.

2.05.3 Substitute Material - The Contractor may submit (for approval) material other than that specified, if it meets the requirements set forth in Section 01030 and the following:

1. Meets or exceeds the specifications as determined by the FAA.

2. Material is available on a timely basis.

3. Substitution of a material will not obligate the government to any additional costs that may be associated with furnishing and installing the substitute material. Substitution submissions must be clearly marked as such and must meet the requirements of paragraph 2.01, Submittals.

END OF SECTION 01010

North Central State Airport Establish PAPI Facility & MALS Shelter Replacement Pawtucket, RI Runway 05

March 2019 01030-1 Material, Equipment and Workmanship

DIVISION 1 – CONTINUED

SECTION 01030 – MATERIALS, EQUIPMENT AND WORKMANSHIP

PART 1 – GENERAL

1.01 Scope – This section covers the general requirements of materials, equipment, and workmanship required for the performance of this contract. All materials and equipment, except Government Furnished Materials (GFM) as specified in the Contract documents, necessary transportation, and services required for the acceptable completion of this project shall be furnished by the Contractor.

Detailed requirements are specified in each separate division of these specifications.

1.02 Applicable Documents: Applicable publications are specified in each division of these specifications.

PART 2 - PRODUCTS

2.01 General - The Contractor shall furnish all materials not specifically identified as Government Furnished Materials (GFM) in the contract documents.

Materials and equipment shall comply with all requirements of the contract documents. Materials furnished by the Contractor shall be 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.

2.02 HAZMAT - Materials or equipment containing either asbestos or lead will not be approved for installation on this contract.

2.03 Ordering of Materials - The Contractor shall promptly, after the execution of this contract and approval of required submittals, place orders for materials and/or equipment ensuring that delivery of same may be made without delays to the progress of the work.

PART 3 - EXECUTION

3.01 Quality Standards - All equipment, material, and articles incorporated into the work covered by this contract shall be new and of the most suitable grade for the purposes intended, unless otherwise specially provided in this contract.

References by trade name, make, or catalog number, shall be regarded as establishing a standard of quality and shall not be construed as limiting competition.

The Contractor may choose to use any equipment, material, article, or process that, in the judgment of the COR, is equal to that named in the drawings and specifications, unless otherwise specifically provided in this contract.

March 2019 01030-2 Material, Equipment and Workmanship

3.02 Transportation of Materials

3.02.1 Container Shipped - Materials and/or equipment shall be delivered in their original unopened containers bearing the manufacturer's label. All shall have the necessary screws, bolts, fastenings, etc., for proper installation wrapped and packed in the same container.

3.02.2 Storage and Protection of Materials - Store all materials and containers that are subject to damage by moisture off the ground, under a waterproof cover, on a strong level surface with board edges, ends, and surfaces protected from damage. Store all flammable or volatile materials outside the building.

3.03 Workmanship

3.03.1 All work under this contract shall be performed in a skillful and workmanlike manner. The Contractor shall employ qualified personnel for performing this work. The CO may require, in writing, that the Contractor removes from the work site any employee the COR deems incompetent, careless, or otherwise objectionable.

3.04 Substitute Material and Options

3.04.1 In those instances where the Contractor submits for approval, a substitute material of higher quality than that specified, the approval of such material by the COR shall not obligate the Government to pay any additional costs which may be associated with furnishing and installing the substitute material.

3.04.2 The Contractor, when submitting for approval material which is other than that cited in the contract, shall submit the necessary scale drawings, wiring and control diagrams, cuts or entire catalogs, pamphlets, descriptive literature, and performance and test data of both the material specified and the material he wishes to substitute in the number of copies of each as required under the contract.

3.04.3 Where the use of optional materials or construction is permitted by the specifications or drawing, the requirements for workmanship, fabrication, and installation specified or shown for the prime material or construction shall apply equally to the option. The Contractor shall make any change or adjustment in connecting work resulting from the use of such optional material, or construction, in conformity with the contract requirements, at no additional cost to the Government.

END OF SECTION 01030

May 2019 02200-1 Excavation and Backfill

DIVISION 2 – SITE WORK

SECTION 02200 – EXCAVATION AND BACKFILL

PART 1 – GENERAL REQUIREMENTS

1.01 General - The Contractor shall perform and complete all work as necessary for excavation, backfill, compaction, and final grading the work area to the elevations shown on the applicable drawings and as required by this section.

2.01 Excavation

2.01.1 Classification - All material excavated shall be classified as either "unclassified excavation", or “rock excavation”. Frozen conditions shall not constitute a basis for a claim for higher classification of the excavation, nor any additional cost to the Government.

2.01.2 Unclassified excavation - Unclassified excavation shall include all excavation performed under this item using conventional methods.

2.01.3 Rock Excavation - Solid rock, ledge, or other materials that cannot be removed using conventional methods will be considered “rock excavation”. All “rock excavation” will be performed, and payment made, based on the pay limits shown on the drawings.

2.02 Backfill

2.02.1 Satisfactory Materials - Material suitable for all backfill shall be free of sod, clods, stones larger than four (4) inches, organic debris, trash, and frozen material. Only materials suitable for obtaining the degree of compaction specified herein shall be used.

At no time shall frozen material be considered as satisfactory backfill material.

2.02.2 Source of Fill Material - Fill material shall be selected to meet the requirements of paragraph 2.02.1 and the particular fill area for which it is to be used. Fill material shall not be confused with surfacing aggregate. Fill material obtained from approved sources not located on Government-controlled land shall be the Contractor's responsibility. Necessary clearing, grubbing, disposal of debris and drainage of borrow pits shall be considered incidental operations to the borrow excavation and shall be performed by the Contractor. All material stored on site shall either be used as fill material if meeting the requirements of paragraph 2.02.1 or otherwise disposed of by the Contractor.

May 2019 02200-2 Excavation and Backfill

2.02.3 Geotextile Fabric – Refer to specification section – 02490, Engineering Fabric.

PART 3 – EXECUTION

3.01 Excavation

3.01.1 Drainage - Excavation shall be performed so that the area of the site and the area immediately surrounding the site, which affects operations at the site, will be continually and effectively drained. Water shall not be permitted to accumulate in excavations. Excavations shall be drained by pumping or methods approved by the COR to prevent softening of the excavation bottom, undercutting of footings, or other actions detrimental to proper construction procedure.

The Contractor shall follow all applicable State and EPA guidelines and requirements for the protection of “storm water runoff”. All catch basins shall be protected with silt fabric and hay bails. All water pumped from excavations shall be filtered prior to entering the Airport’s drainage system.

3.01.2 Freezing - When freezing weather is expected, excavations shall be protected from frost in accordance with winter construction standards and as directed by the COR.

3.01.3 Safety and Protection of Work - Sheeting and shoring shall be done as may be necessary for the safety of personnel and for the protection of the work. The manner of bracing excavations shall comply with local regulations and OSHA 29 CFR 1910 and 1926. Grading shall be performed in a manner to ensure proper drainage at all times.

3.01.4 Conservation of Topsoil - Topsoil shall be stripped and stockpiled as approved by the COR within the entire limits of the grading area of the project. Topsoil, when stored, shall be kept separate from other excavated materials. Topsoil in excess of that required for preparation or repair of new or existing lawn areas, shall be disposed of off the site by the Contractor at no additional cost to the Government.

3.01.5 Utilization of Excavated Materials - All materials not meeting the requirements of paragraph 2.01.1 or all excess materials created as a result of any grading or excavating operations shall be disposed of off the site by the Contractor at no additional cost to the Government. Excavated materials meeting the requirements of paragraph 2.02.1 shall be used in the work, insofar as practicable. All material to be disposed of shall be done in a manner approved by the COR.

May 2019 02200-3 Excavation and Backfill

3.01.6 Inspection of the Excavated Area - When excavations have reached the required depths, the excavated surfaces shall be inspected and approved by the COR before proceeding with further construction in the excavated area.

3.02 Fill and Backfill

3.02.1 Weather Conditions - No fill or backfill operations shall be performed when weather conditions are determined to be inclement by the COR.

3.02.2 Preparation of Surface for Fill - All surfaces designated to receive fill material shall be inspected per paragraph 3.01.6 prior to material placement.

The finished material shall be smooth, compacted and free from irregular surface changes. The degree of finish shall be that of ordinarily obtained from blade-grader operations or, where more suitable, hand raking.

3.02.3 Fill for Open Areas - All open areas to receive seed or sod shall be filled to within four (4) inches of the final grade with materials meeting the requirements of paragraph 2.02.1. The final four (4) inches shall be filled with loam and/or topsoil. Fill beneath this layer shall consist of satisfactory material free of rocks larger than four (4) inches and shall be placed in layers of no greater than eight (8) inches, loose measurement. All layers shall be compacted to 90 percent of maximum density. If requested, at the discretion of the COR, the Contractor shall have a sample of the trench line tested, using Standard ASTM methods, for compacted in place density. The Contractor is responsible for a maximum of one in place test (including reference tests and soil sampling) for every 100 feet of trenching.

3.02.4 Placing of Topsoil - The placing of “topsoil” (i.e. loam or high organic soil) shall meet requirements as defined in Section 02880 Seeding and Mulching.

On areas to receive topsoil, spreading shall not be done when the ground or topsoil is frozen, excessively wet or otherwise in a condition detrimental to the work. Spreading shall be carried on so that turfing operations can proceed with a minimum of soil preparation or tilling. After spreading, any large, stiff clods and hard lumps shall be broken with a pulverizer or by other effective means and all stones and rocks (1 inch or more in diameter), roots, litter or any foreign matter shall be raked up and disposed of by the Contractor.

END OF SECTION 02200

March 2019 02205-1 Walkways and Graveled Areas

DIVISION 2 – CONTINUED

SECTION 02205 – WALKWAYS AND GRAVELED AREAS

PART 1 – GENERAL

1.1 Scope – The Contractor shall provide the necessary materials, labor, and equipment for the construction of walkways, access roads and gravel areas surrounding all foundations, as specified herein or on applicable drawings.

2.1 Materials – The Contractor shall furnish materials for walkways, access roads and gravel surrounds in accordance with State standards or specifications that meet or exceed the requirements specified herein.

2.2 Aggregate Material – Aggregate material shall be composed of pit-run gravel, streambed gravel, crushed rock, or slag. Material shall not be larger than ¾ inch, or as indicated on all applicable drawings. The aggregate shall be reasonable well graded from coarse to fine, with a maximum allowable 15 percent by volume and a minimum allowable 5 percent by volume of binding material. Loam shall not be used as a binding material.

2.3 Soil Sterilant – Walkways and walkways about and beyond foundations shall not be treated with a soil sterilant prior to application of the gravel.

PART 3 – EXECUTION

3.1 Aggregate Placing – Aggregate surfaced walkways shall consist of a minimum of 6 inches of washed gravel and the access road, parking and turnaround area shall consist of a minimum of 9 inches of surface course aggregate. Aggregate shall be compacted.

3.2 Geotextile Fabric – After sub-grade is prepared, place engineering fabric over the subgrade immediately prior to placing of aggregate.