ATTACHMENT 1 SPECS SAT FJRP052994 ADF FJRP199040 Volume 1 of 4.pdf

Project Manual – Specifications

C-17 CONV. ADD/ALTER SMALL AIR TERMINAL

BLDG 5, FJRP052994, Addendum #1

AND

C-17 CONV. CNS AIR DROP FACILITY,

FJRP199040

NGB Contract: W9133L16D0005 Task Order: W9124218F0095, w/Mod #1

PN: FJRP052994 & FJRP199040

Issued March 3, 2021

1194911949

NORTH CAROLINA AIR NATIONAL GUARD

Issue Date: March 3, 2021

COMBINED BID PACKAGE PROJECT MANUAL

SMALL AIR TERMINAL ADD/ALTER

PROJECT FJRP052994

Issued as Amendment No 1

AIR DROP FACILITY

PROJECT FJRP199040

Issued for BidAddendum #1

Addendum #1

Table of Contents

TOC - 1

TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

AS PROVIDED BY THE NORTH CAROLINA AIR NATIONAL GUARD

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 011000 – SUMMARY OF THE WORK

SECTION 011416 – COORDINATON WITH NORTH CAROLINA AIR NATIONAL GUARD

SECTION 013100 – PROJECT MANAGEMENT AND COORDINATION

SECTION 013200 – CONSTRUCTION PROGRESS DOCUMENTATION

SECTION 013300 – SUBMITTAL PROCEDURES

SECTION 013329 – SUSTAINABILITY REPORTING

SECTION 014000 – QUALITY CONTROL

SECTION 014200 – REFERENCES

SECTION 015000 – TEMPORARY FACILITIES AND CONTROLS

SECTION 015930 – SECURITY REGULATIONS

SECTION 015950 – SAFETY AND HEALTH

SECTION 015960 – HAZARDOUS MATERIAL STORAGE AND DISTRIBUTION

SECTION 016000 – PRODUCT REQUIREMENTS

SECTION 017000 – EXECUTION REQUIREMENTS

SECTION 017329 – CUTTING AND PATCHING

SECTION 017419 – CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

SECTION 017700 – CLOSEOUT PROCEDURES

SECTION 017820 – OPERATION AND MAINTENANCE DATA

SECTION 017839 – PROJECT RECORD DOCUMENTS

SECTION 018200 – DEMONSTRATION AND TRAINING

DIVISION 02 - EXISTING CONDITIONS

SECTION 024119 - SELECTIVE DEMOLITION AND REMEDIATION

DIVISION 03 - CONCRETE

SECTION 030130 - MAINTENANCE OF CAST-IN-PLACE CONCRETE

SECTION 033000 - CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

SECTION 042000 - UNIT MASONRY

SECTION 042113 - THIN BRICK MASONRY

SECTION 047315 - MANUFACTURED THIN STONE MASONRY

DIVISION 05 - METALS

SECTION 051200 - STRUCTURAL STEEL FRAMING

SECTION 052100 – STEEL JOIST FRAMING

SECTION 053100 - STEEL DECKING

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FJRP052994 SMALL AIR TERMINAL

FJRP199040 AIR DROP FACILITY

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SECTION 054000 – COLD FORMED METAL FRAMING

SECTION 055000 - METAL FABRICATIONS

SECTION 055113 - METAL PAN STAIRS

SECTION 055133 - ALTERNATING TREAD STEEL STAIRS

SECTION 055213 - PIPE AND TUBE RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

SECTION 061000 - ROUGH CARPENTRY

SECTION 061600 - SHEATHING

SECTION 064116 - PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

SECTION 068300 - COMPOSITE PANELING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

SECTION 072100 - THERMAL INSULATION

SECTION 072119 - FOAMED-IN-PLACE INSULATION

SECTION 072726 - FLUID-APPLIED AIR AND WATER RESISTIVE BARRIER SYSTEM

SECTION 074113.16 – STANDING SEAM METAL ROOF PANLS

SECTION 074213.19 - INSULATED METAL WALL PANELS

SECTION 075419 - POLYVINYL-CHLORIDE (PVC) ROOFING

SECTION 076200 - SHEET METAL FLASHING AND TRIM

SECTION 077200 - ROOF ACCESSORIES

SECTION 077253 – SNOW GUARDS

SECTION 078413 - PENETRATION FIRESTOPPING

SECTION 078446 - FIRE-RESISTIVE JOINT SYSTEMS

SECTION 079200 - JOINT SEALANTS

SECTION 079500 – EXPANSION CONTROL

DIVISION 08 - OPENINGS

SECTION 081113 - HOLLOW METAL DOORS AND FRAMES

SECTION 081416 - FLUSH WOOD DOORS

SECTION 083113 - ACCESS DOORS AND FRAMES

SECTION 083313 - COILING COUNTER DOORS

SECTION 084113 - ALUMINUM-FRAMED ENTRANCES AND WINDOWS

SECTION 084523 – FIBERGLASS SANDWICH-PANEL ASSEMBLIES

SECTION 086200 – UNIT SKYLIGHTS

SECTION 087100 - DOOR HARDWARE

SECTION 088000 - GLAZING

DIVISION 09 - FINISHES

SECTION 090690 - COLOR SCHEDULE

SECTION 092216 - NON-STRUCTURAL METAL FRAMING

SECTION 092900 - GYPSUM BOARD

SECTION 093013 - CERAMIC TILING

SECTION 095113 - ACOUSTICAL PANEL CEILINGS

SECTION 096513 - RESILIENT BASE AND ACCESSORIES

SECTION 096519 - RESILIENT TILE FLOORING

SECTION 096723.15 – FUEL RESISTIVE RESINOUS FLOORING

SECTION 096813 - TILE CARPETING

SECTION 097200 - DRY ERASE WALLCOVERING

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SECTION 097800 - FIBERGLASS REINFORCED PLASTIC PANELS

SECTION 099113 - EXTERIOR PAINTING

SECTION 099123 - INTERIOR PAINTING

DIVISION 10 - SPECIALTIES

SECTION 101423 - PANEL SIGNAGE

SECTION 102113.19 - PLASTIC TOILET COMPARTMENTS

SECTION 102213 - WIRE MESH PARTITIONS

SECTION 102239 - RETRACTABLE WALL SYSTEM

SECTION 102600 - WALL AND DOOR PROTECTION

SECTION 102800 - TOILET, BATH, AND LAUNDRY ACCESSORIES

SECTION 104413 - FIRE EXTINGUISHER CABINETS

SECTION 104416 - FIRE EXTINGUISHERS

SECTION 105113 - METAL LOCKERS

SECTION 107316 - MANUFACTURED CANOPIES

DIVISION 11 - EQUIPMENT

SECTION 111323 - BAGGAGE SCALE EQUIPMENT

SECTION 115213 - PROJECTION SCREENS

DIVISION 12 - FURNISHINGS

SECTION 122413 - ROLLER WINDOW SHADES

SECTION 123661.16 - SOLID SURFACING COUNTERTOPS

SECTION 124813 - ENTRANCE FLOOR MATS AND FRAMES

DIVISION 13 - SPECIAL CONSTRUCTION

SECTION 133419 - METAL BUILDING SYSTEMS

DIVISION 14 - CONVEYING EQUIPMENT

SECTION 142123 - ELECTRIC TRACTION PASSENGER ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

SECTION 211100 - FACILITY FIRE-SUPPRESSION WATER-SERVICE PIPING

SECTION 211313 - WET PIPE SPRINKLER SYSTEMS

SECTION 213113 - ELECTRIC-DRIVE, CENTRIFUGAL FIRE PUMPS

SECTION 213119 - CONTROLLERS FOR FIRE-PUMP DRIVERS

SECTION 213413 - PRESSURE-MAINTENANCE PUMPS

DIVISION 22 - PLUMBING

SECTION 220513 - COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

SECTION 220517 - SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

SECTION 220518 - ESCUTCHEONS FOR PLUMBING PIPING

SECTION 220519 - METERS AND GAGES FOR PLUMBING PIPING

SECTION 220523.12 - BALL VALVES FOR PLUMBING PIPING

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SECTION 220523.14 - CHECK VALVES FOR PLUMBING PIPING

SECTION 220529 - HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

SECTION 220533 - HEAT TRACING FOR PLUMBING PIPING

SECTION 220548.13 - VIBRATION CONTROLS FOR PLUMBING PIPING AND EQUIPMENT

SECTION 220553 - IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

SECTION 220716 - PLUMBING EQUIPMENT INSULATION

SECTION 220719 - PLUMBING PIPING INSULATION

SECTION 221116 - DOMESTIC WATER PIPING

SECTION 221119 - DOMESTIC WATER PIPING SPECIALTIES

SECTION 221123.13 - DOMESTIC-WATER PACKAGED BOOSTER PUMPS

SECTION 221123.21 - INLINE, DOMESTIC-WATER PUMPS

SECTION 221313 - FACILITY SANITARY SEWERS

SECTION 221316 - SANITARY WASTE AND VENT PIPING

SECTION 221319 - SANITARY WASTE PIPING SPECIALTIES

SECTION 221319.13 - SANITARY DRAINS

SECTION 221413 - FACILITY STORM DRAINAGE PIPING

SECTION 221423 - STORM DRAINAGE PIPING SPECIALTIES

SECTION 221429 - SUMP PUMPS

SECTION 221513 - GENERAL-SERVICE COMPRESSED-AIR PIPING

SECTION 221519 - GENERAL-SERVICE PACKAGED AIR COMPRESSORS AND RECEIVERS

SECTION 223400 - FUEL-FIRED, DOMESTIC-WATER HEATERS

SECTION 224213.13 - COMMERCIAL WATER CLOSETS

SECTION 224213.16 - COMMERCIAL URINALS

SECTION 224216.13 - COMMERCIAL LAVATORIES

SECTION 224216.16 - COMMERCIAL SINKS

SECTION 224223 - COMMERCIAL SHOWERS

SECTION 224713 - DRINKING FOUNTAINS

DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

SECTION 230513 - COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

SECTION 230518 - ESCUTCHEONS FOR HVAC PIPING

SECTION 230523.12 - BALL VALVES FOR HVAC PIPING

SECTION 230523.14 - CHECK VALVES FOR HVAC PIPING

SECTION 230529 - HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

SECTION 230548.13 - VIBRATION CONTROLS FOR HVAC

SECTION 230553 - IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

SECTION 230593 - TESTING, ADJUSTING, AND BALANCING FOR HVAC

SECTION 230713 - DUCT INSULATION

SECTION 230719 - HVAC PIPING INSULATION

SECTION 230923 - DIRECT DIGITAL CONTROL (DDC) SYSTEM FOR HVAC

SECTION 231123 – FACILITY NATURAL-GAS PIPING

SECTION 230923.11 - CONTROL VALVES

SECTION 230923.12 - CONTROL DAMPERS

SECTION 230923.14 - FLOW INSTRUMENTS

SECTION 230923.16 - GAS INSTRUMENTS

SECTION 230923.23 - PRESSURE INSTRUMENTS

SECTION 230923.27 - TEMPERATURE INSTRUMENTS

SECTION 231123 - FACILITY NATURAL-GAS PIPING

SECTION 232113 - HYDRONIC PIPING

SECTION 232116 - HYDRONIC PIPING SPECIALTIES

SECTION 232123 - HYDRONIC PUMPS

SECTION 232300 - REFRIGERANT PIPING

SECTION 232513 - WATER TREATMENT FOR CLOSED-LOOP HYDRONIC SYSTEMS

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SECTION 233113 - METAL DUCTS

SECTION 233300 - AIR DUCT ACCESSORIES

SECTION 233346 - FLEXIBLE DUCTS

SECTION 233416 - CENTRIFUGAL HVAC FANS

SECTION 233423 - HVAC POWER VENTILATORS

SECTION 233436 – AIR CIRCULATION FANS

SECTION 233600 - AIR TERMINAL UNITS

SECTION 233713.23 – AIR REGISTERS AND GRILLES

SECTION 235123 - GAS VENTS

SECTION 235216 - CONDENSING BOILERS

SECTION 235523.13 - LOW-INTENSITY, GAS-FIRED, RADIANT HEATERS

SECTION 237313.16 - INDOOR, SEMI CUSTOM AIR HANDLING UNITS

SECTION 237423.13 - PACKAGED, DIRECT-FIRED, OUTDOOR, HEATING-ONLY MAKEUP-AIR UNITS

SECTION 238126 - SPLIT-SYSTEM AIR-CONDITIONERS

SECTION 238239.16 - PROPELLER UNIT HEATERS

DIVISION 25 - INTEGRATED AUTOMATION

NOT APPLICABLE

DIVISION 26 - ELECTRICAL

SECTION 260513 – MEDIUM VOLTAGE CABLES

SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

SECTION 260523 - CONTROL-VOLTAGE ELECTRICAL POWER CABLES

SECTION 260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

SECTION 260529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

SECTION 260533 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

SECTION 260543 – UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

SECTION 260544 - SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING

SECTION 260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS

SECTION 260573.13 - SHORT-CIRCUIT STUDIES

SECTION 260573.16 - COORDINATION STUDIES

SECTION 260573.19 - ARC-FLASH HAZARD ANALYSIS

SECTION 260923 - LIGHTING CONTROL DEVICES

SECTION 260943.23 – RELAY BASED LIGHTING CONTROLS

SECTION 261213 – LIQUID-FILLED MEDIUM VOLTAGE TRANSFORMERS

SECTION 262416 – PANELBOARDS

SECTION 262713.10 30 - ELECTRIC METERS

SECTION 262726 - WIRING DEVICES

SECTION 262913.03 - MANUAL AND MAGNETIC MOTOR CONTROLLERS

SECTION 262923 - VARIABLE-FREQUENCY MOTOR CONTROLLERS

SECTION 264113 - LIGHTNING PROTECTION FOR STRUCTURES

SECTION 264313 - SURGE PROTECTION FOR LOW-VOLTAGE ELECTRICAL POWER CIRCUITS

SECTION 265100 - INTERIOR LIGHTING

SECTION 265119 - LED INTERIOR LIGHTING

SECTION 265619 - EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

SECTION 270526 - GROUNDING AND BONDING FOR COMMUNICATIONS

SECTION 270528 - PATHWAYS FOR COMMUNICATIONS SYSTEMS

SECTION 270536 - CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

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SECTION 270544 - SLEEVES AND SLEEVE SEALS FOR COMMUNICATIONS PATHWAYS AND

CABLING

SECTION 271100 - COMMUNICATIONS EQUIPMENT ROOM FITTINGS

SECTION 271513 - COMMUNICATIONS COPPER HORIZONTAL CABLING

SECTION 275116 - PUBLIC ADDRESS SYSTEMS

SECTION 275313 - CLOCK SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

SECTION 283176 - FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

SECTION 310100 – SUBSURFACE EXPLORATION

SECTION 311000 – SITE CLEARING

SECTION 312000 – EARTH MOVING

SECTION 312319 – DEWATERING

SECTION 316600 - HELICAL PIERS

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 321200 – PAVING AND SURFACING

SECTION 321313 – CONCRETE PAVING

SECTION 323113 - FENCING

SECTION 329113 - SOIL PREPARATION

SECTION 329200 - TURF AND GRASSES

SECTION 329300 - PLANTS

DIVISION 33 - UTILITIES

SECTION 330505 – WATER SANITARY AND DRAINAGE SITE PIPING

DIVISION 34 - TRANSPORTATION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

DIVISION 40 - PROCESS INTEGRATION

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

SECTION 412213.15 - BRIDGE CRANES, OVERHEAD ELECTRIC, UNDER RUNNING

SECTION 4122223.13 – PARACHUTE LIFT SYSTEM

DIVISION 42 - PROCESS HEATING, COOLING, AND DRYING EQUIPMENT

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DIVISION 43 – 99

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INTENTIONALLY LEFT BLANK

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Addendum #1 SUMMARY OF THE WORK Issued March 3, 2021 011000

SECTION 011000 - SUMMARY OF THE WORK

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Work covered by Contract Documents.

2. Work under separate contracts.

3. Government-furnished products.

4. Access to site.

5. Work restrictions.

6. Specification and Drawing conventions.

7. Miscellaneous provisions.

B. Related Requirements:

1. Section 01 50 00 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Government's facilities.

1.2 PROJECT IDENTIFICATION

A. Project Name and Location: C-17 Conversion: Add/Alter Small Air Terminal Bldg 5, 145 AW NCANG, Charlotte ANG Base, North Carolina; the scope of which is identified on the drawings bearing this title.

1. Project No.: FJRP05994

2. Referenced herein as Small Air Terminal.

B. Project Name and Location: C-17 Conversion: Air Drop Facility, 145 AW NCANG, Charlotte ANG Base, North Carolina; the scope of which is identified on the drawings bearing this title.

1. Project No.: FJRP199040

2. Referenced herein as Air Drop Facility.

1.3 PROJECT SCOPE AND DEFINITION:

A. This package of contract documents includes two separately funded projects, designed individually and now combined for bidding and construction. All costs shall be separately bid, as indicated on the bid form; contracted, invoiced, and tracked; however, the work shall be scheduled, coordinated, and performed as if under a single general contract. The contractor shall bear this in mind during review of the documents and preparation of bids. If there is any question as to which costs apply to each contract, or discrepancies, those will be addressed during bidder inquiries.

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1.4 WORK COVERED BY CONTRACT DOCUMENTS

A. Small Air Terminal: This project includes, but is not limited to, the following work:

1. Building 5 will be completely renovated to include expansion of the second floor, addition of a new elevator and stairs, several new window openings, complete replacement of the HVAC systems and fire suppression, as well as electrical, communications and security systems. The building will require the addition of secondary roof drain systems and coordination with the newly installed roof system to ensure continuation of its warranty. The warehouse area will receive a new bridge crane.

The exterior brick and facades will be updated to match adjacent new construction;

including brick staining and some thin masonry veneers. Site work includes the extension and reconnection of several utilities; as well as upgrades to the site drainage systems to alleviate erosion issues on site, new walks, steps and landscaping; and reconfiguration of accessible parking. This work also includes remediation of asbestos containing materials and lead based paint identified in the report provided.

B. Air Drop Facility: This project includes, but is not limited to, the following work:

1. The Air Drop Facility will be an extension of the existing Building 5, in which some of the utilities will be served from Building 5, while others will be independent. The Air Drop Facility is new construction on an existing paved site including a warehouse space used for building up, loading and unloading transport pallets; a parachute drying tower, parachute stretching and packing space, and support facilities such as restrooms, mechanical and electrical systems.

C. The projects are adjacent to the flightline and near an active runway. Following the Federal Aviation Administration rules for working on the airport will be mandatory. All activities must be communicated to the FAA prior to commencement by way of filing form 7460; including but not limited to crane permits and elevated work. The area near the aircraft parking and taxiways must remain clear of foreign objects and debris (FOD) that would damage aircraft. Managing this activity will be of paramount importance.

1. Provide a temporary facility for Government staff for the duration of construction, as indicated in the drawings. Utilities are provided at the designated location.

D. These projects were designed by:

FSB Federal Design Group JV 5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118

E. Architect: The term Architect or Engineer (A/E) refers to the project designer. The A/E's status relative to the construction will be delineated in writing by the Contracting Officer prior to the pre-construction conference.

F. Type of Contract:

1. Project shall be a Firm Fixed price (FFP) contract.

G. Work Sequence:

1. Work sequence shall be proposed by the Contractor and approved by the Government.

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1.5 WORK BY GOVERNMENT

A. General: The contractor shall coordinate all required work under the terms and conditions of this contract with the Government to facilitate any other site or project requirements.

1.6 GOVERNMENT-FURNISHED PRODUCTS

A. Government may furnish products to be incorporated into Work by Contractor. Refer to the contract drawings for locations of Installed Building Equipment (IBE) vs. Personal Property (PP). Items that are to be Government Furnished Contractor Installed (GFCI) are identified in the contract documents. Product specifications and data for GFCI equipment shall be furnished by the Government for coordination of data, power and other utilities required.

1.7 WORK UNDER OTHER CONTRACTS

It is not anticipated that any other Contractor will perform any work in the building during this project. However, if the Government requires that another Contractor perform work in this building the Contractor shall cooperate with other contractors performing this work, including providing labor, materials and other costs necessary to satisfactorily coordinate the Contract work with work performed under other contracts.

1.8 ACCESS TO SITE

A. Use of Site: Limit use of Project site to areas within the Contract Limits of Disturbance indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Limit of Site disturbance shall be as indicated by the Limits of Disturbance in the Contract Documents.

2. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises clear and available to Government, Government's employees and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances by construction operations.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

1.9 WORK RESTRICTIONS

Work Restrictions, General: Comply with Government restrictions on construction operations.

On-Site Work Hours: Limit work on the Air National Guard Base to normal business working hours of 7: 0 a.m. to : 0 p.m., Monday through Friday, except Federal and State Government observed holidays as follows:

New Year's Day Martin Luther King's Birthday Presidents Day

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Memorial Day Independence Day Labor Day Columbus Day Veterans Day Thanksgiving Day Christmas Day

C. Existing Utility Interruptions: Do not interrupt utilities serving adjacent facilities occupied by Government or others unless permitted under the following conditions and then only after providing temporary utility services maintaining continuity of service according to requirements indicated:

1. Notify Government not less than five days in advance of proposed utility interruptions.

2. Obtain Contracting Officer's written permission before proceeding with utility interruptions.

D. Excavation: Notify Government/COR no less than thirty days in advance of proposed excavation activities and coordinate proposed excavation activities with all required permit review/issuance periods.

E. Controlled Substances: Use of tobacco products and other controlled substances on Project site is not permitted.

F. Employee Identification: Contractor shall comply with all Charlotte-Douglas Air National Guard Base (ANGB) employee identification requirements.

G. Employee Screening: Contractor shall comply with all Charlotte-Douglas Air National Guard Base (ANGB) requirements for employee screening requirements.

H. Employee Access: Contractor shall comply with all Charlotte-Douglas Air National Guard Base (ANGB) installation entry control procedures for all contractors, subcontractors, and suppliers. The contractor shall obtain the necessary passes and/or identification for entry into the work site for the contractor, subcontractor, and suppliers prior to the commencement of work. The Contractor shall maintain and provide the Government a current roster of all sub-contractors and provide any changes immediately to the Government. Procedures and limitations for installation entry control procedures will be supplied to the contractor at the pre-construction meeting.

I. Federal Aviation Administration (FAA) Identification: Not required.

1.10 MISCELLANEOUS PROVISIONS

A. The General Contractor shall be thoroughly familiar with the Drawings and Specifications to ensure against misunderstanding between trades during entire construction of project. If there is a conflict between different contract documents, the contractor shall submit a Request for Information to clarify the discrepancy prior to proceeding and/or installing the item/work.

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complete, by the Contractor.

C. Site Preparation: All site preparation work shall proceed with due care and safety for personnel and pedestrians. All operations shall be planned to cause the minimum amount of interference with normal routine and functioning of existing facilities on the Charlotte-Douglas ANGB.

D. Preservation and Restoration of Property: Contractor shall be responsible for the preservation of all public and private property on the surface or underground, along and adjacent to the work, and shall conduct their operations in a manner that will ensure against injury or damage thereto.

Work shall be accomplished within the Limits of disturbance indicated on the Contract documents.

E. Where any direct or indirect damage is done to public or private property by or on account of any act, omission, neglect or misconduct in the execution of the work, or because of non-execution thereof, on the part of the Contractor, such property shall be restored by the Contactor, at no cost to the Government, to a condition equal to that existing before such damage was done, by repairing, rebuilding or otherwise restoring same in a manner acceptable to the Government.

F. All work performed under this Contract shall proceed with due care and safety for all personnel, pedestrians, and vehicular traffic. All work shall be planned so that the Project can be secured against unauthorized entry at the end of each working day.

G. Although every endeavor has been made, on the Drawings and in Specifications to show all new and existing conditions, it will be the Contractor's responsibility to fully and carefully evaluate drawings and jobsite conditions prior to submitting the bid proposal. It is not the intent of the Contract to pay the Contractor for work due to deviations from Drawings and Specifications.

H. The Contractor is responsible for the identification, obtaining, and payment of all Construction Permit and tapping fees (both temporary and final hook-up) that may be required for the construction of the project. This shall include general/utility/excavation permits, tapping permits or fees, etc., as may also be required by the Government and/or local utility authorities.

I. The Report of Geotechnical Subsurface Exploration that was completed in for the NCANG Small Air Terminal Project and Air Drop Facility Project is available under separate cover and shall be considered Supplemental information only (e.g. non-binding) for the Contractor's use.

The Contract Plans and Specifications have taken into consideration the discussions and recommendations in the report and govern as construction requirements. The Contractor is required to verify all existing conditions necessary for proper installation, construction, and operation of all elements indicted in, and in accordance with the Contract documents.

J. This project site area(s) within the overall Charlotte-Douglas Air National Guard Base (ANGB) may be located within an 'active construction site' under a separate project(s) (and GC's). The Contractor shall be responsible (material, labor, and all applicable fees), and/or coordinate with all other GC's, to maintain and/or provide all provisions that exist on-site or that are required per the Contract Documents to include but not limited to Erosion & Sediment Control Plan, Temporary Utility Connections, etc. Contractor shall coordinate with other GC's working within the Charlotte-Douglas ANGB installation to ensure all separate construction activities, to include but not limited to: site access, staging area(s), etc. (of all separate projects) shall not be interrupted.

K. Work in the extension of existing conditions shall correspond in all respects with the existing

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conditions to which it connects, or to similar existing conditions, in materials, workmanship and finish.

L. Alterations to Existing Conditions: Existing conditions shall be cut, drilled, removed, temporarily removed, or removed and replaced, as necessary for performance of Work under the Contract.

1. Replacements of existing conditions that are removed shall match similar existing conditions.

2. Conditions remaining in place, which are damaged or defaced during the Work, shall be restored to the condition existing at time of award of Contract.

3. Discolored or unfinished surfaces exposed by removal of existing conditions, that are indicated to be final exposed surfaces, shall be refinished or replaced as necessary to produce uniform and harmonious contiguous surfaces.

M. Existing structures, not shown or specified to be removed, will remain in place.

N. Removed items indicated to remain the property of the Government shall be stored on site where directed by the Contracting Officer or the Contracting Officer's Representative.

1.11 WEATHER DELAYS

A. Per the South East Regional Climate Center (SERCC), NOAA affiliate for the Charlotte NC area, the following months days shall be used as the Standard Baseline for reasonably anticipated weather. Reasonably anticipated weather is the number of days with precipitation equal to or above 0.10 inches. Standard Baseline is defined as the normal number of calendar days for each month during which construction activity exposed to weather conditions is expected to be prevented and suspended by cause of adverse weather. Suspension of construction activity for the number of days each month as listed in the Standard Baseline is included in the Work and is not eligible for extension of Contract Time.

1. Standard Baseline is as follows:

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

7 7 8 6 6 6 7 6 5 5 5 6

2. "Reasonably Anticipated" weather shall be evaluated at the end of each month and time extensions provided accordingly.

B. Adverse Weather is defined as the occurrence of one or more of the following conditions within a twenty-four (24) hour day that prevents construction activity exposed to weather conditions or access to the site:

1. Precipitation (rain, snow, or ice) in excess of one-tenth inch (0.10") liquid measure.

2. Temperatures that do not rise above that required for the day's construction activity, if such temperature requirement is specified or accepted as standard industry practice.

3. Sustained wind in excess of twenty-five (25) m.p.h.

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C. Adverse Weather may include, if appropriate, "dry-out" or "mud" days:

1. Resulting from precipitation days that occur beyond the standard baseline.

2. Only if there is a hindrance to site access or sitework and Contractor has taken all reasonable accommodations to avoid such hindrance; and,

3. At a rate no greater than 1 make-up day for each day or consecutive days of precipitation beyond the standard baseline that total 1.0 inch or more, liquid measure.

D. A Weather Delay Day may be counted if adverse weather prevents work on the project for fifty percent (50%) or more of the contractor's scheduled work day and critical path construction activities were included in the day's schedule, including a weekend day or holiday if Contractor has scheduled construction activity that day.

E. Contractor shall take into account that certain construction activities are more affected by adverse weather and seasonal conditions than other activities, and that "dry-out" or "mud" days are not eligible to be counted as Weather Delay Day until the standard baseline is exceeded.

Hence, Contractor should allow for an appropriate number of additional days associated with the Standard Baseline days in which such applicable construction activities are expected to be prevented and suspended.

1.12 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.

These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard and scheduled on Drawings.

1.13 SAFETY REQUIREMENTS

A. The Contractor shall provide and maintain all necessary fences, barricades and other reasonable safeguards required to ensure the safety of all personnel.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

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011416 - 1 Addendum #1 COORDINATION WITH NCANG & CHARLOTTE-DOUGLAS ANGB Issued March 3, 2021

SECTION 011416 - COORDINATION WITH NORTH CAROLINA AIR NATIONAL GUARD

(NCANG) & CHARLOTTE-DOUGLAS AIR NATIONAL GUARD BASE (ANGB)

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Security/Traffic Control.

2. Safety and Protection of Work and Existing Property.

3. Use of Premises.

4. Government Occupancy.

5. Security Plan.

1.2 SECURITY/TRAFFIC CONTROL

A. Site access and excavation permits obtained through Charlotte-Douglas Air National Guard Base (ANGB), by going through the North Carolina Air National Guard (NCANG), will be required in advance of any access to Charlotte-Douglas ANGB by the Contractor to commence work. This shall include permits, tapping permits or fees, etc., as may also be required by Charlotte-Douglas ANGB, and/or other Government and/or local utility authorities. The Contractor is responsible for obtaining and payment of all Construction Permit and tapping fees that may be required. Additional requirements will be discussed at the Pre-Construction Conference.

1.3 SAFETY AND PROTECTION OF WORK AND EXISTING PROPERTY

A. General

1. The Contractor shall take all required steps to prevent injury to persons (including employees) and property in performance of this Contract, including all steps and actions required under safety provisions of applicable laws and applicable construction codes.

B. Work Performance

1. Contractor shall provide safety and protection of the Work at all times. Contractor shall provide protection at all times against rain, wind, storms, and condensation or heat so as to maintain all work, equipment and materials free from injury or damage. At the end of each day, all new work likely to be damaged shall be protected and covered.

2. Contracting Officer shall be notified immediately at any time operations are stopped due to conditions which make it impracticable to continue operations safely or to obtain proper results.

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3. Contractor shall construct and maintain all necessary temporary drainage and do all pumping necessary to keep excavations, pits and trenches and ducts free of water. The pumped water shall be pumped into a container and disposed of in appropriate areas.

4. Floors shall be protected from damage by proper covering and care when handling heavy equipment or handling mortar or other such materials, and proper cribbing and shoring shall be used to prevent overloading of floors while moving heavy equipment. Provide metal pans under pipe-threading machines and clean such pans daily, keep oil off floors and restore floors to former condition where damaged or stained.

C. Existing Property

1. Contractor shall provide for the safety and protection of existing property at all times.

Any damage to existing facilities resulting from construction operations shall be reported immediately to the Contracting Officer and Charlotte-Douglas ANGB point of contact and be promptly repaired, subject to the approval of the Contracting Officer, by the Contractor at no additional cost to the Government.

2. Operation of valves or other appurtenances on existing utilities, when required, shall be by or under the direct supervision of the owning utility.

3. The applicable requirements specified for protection of the Work shall also apply the protection of existing property.

4. Before acceptance of the Work by the Contracting Officer, Contractor shall restore all property affected by its operation to the original or better conditions.

1.4 USE OF PREMISES

A. Coordinate the use of premises under direction of Contracting Officer and his duly authorized representative.

B. The Contractor shall be required to comply with all Federal Aviation Administration (FAA), Transportation Security Administration (TSA), and Charlotte-Douglas International Airport rules, regulations, and requirements affecting the project. This includes, but is not limited to, temporary (cranes, etc.) and permanent obstructions, FAA-approved lighting and marking, approved temporary security fencing and gates, and construction barricades. All airport access point modifications shall be coordinated with and approved by all AHJ's.

1.5 SECURITY PLAN

A. Contractor shall ensure that all rules and regulations that pertain to safety and security are strictly adhered to at all times that Work is conducted.

B. Identification requirements pertaining to access to Charlotte-Douglas ANGB will be discussed at the Pre-Construction Conference. Construction workers will be subject to lunchbox/tool box inspections. Access gate(s) will be the only authorized entry and exit points to the work area for the construction company personnel, through the NCANG Contracting Officer and Charlotte- Douglas ANGB representative(s).

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C. Vehicle passes, if required, will be issued by the Government on an as-needed basis only, coordinated through the NCANG Contracting Officer. Vehicles found to be violating safety procedures (speed limits, etc.) may not be allowed re-entry from date of violation.

D. Contractor shall provide Contracting Officer 24-hour notice for overtime work during regular workdays (See Section 01 10 00, "Summary"). Contractor shall provide the Contracting Officer 72-hour notice for requested work on Saturdays, Sundays or holidays observed by the North Carolina Air National Guard.

E. The Contractor shall maintain and provide the Government a current roster of all sub-contractors and provide any changes immediately to the Government.

1.6 FOREIGN OBJECT DEBRIS (FOD) REQUIREMENTS

A. FOD Hazards: FOD can severely injure personnel or damage equipment. Types of potential damage include: cutting aircraft tires; being ingested into engines; or becoming lodged in mechanisms affecting flight operations. Personnel injuries can occur when jet blast propels FOD through the site at high velocities.

B. Sources of FOD: FOD comes from many sources, which complicates efforts to maintain safe aircraft movement areas. FOD can be generated from construction activities, personnel, facility infrastructure (pavements, lights, and signs), the environment (wildlife, snow, ice) and the equipment operating on the airfield (aircraft, airport operations vehicles, maintenance equipment, fueling trucks, other aircraft servicing equipment, and construction equipment).

C. Types of FOD. The exact nature of FOD is also varied. FOD can be composed of any material and can be of any color and size. Typical FOD includes the following:

1. Aircraft and engine fasteners (nuts, bolts, washers, safety wire, etc.);

2. Aircraft parts (fuel caps, landing gear fragments, oil sticks, metal sheets, trapdoors, and tire fragments);

3. Mechanics' tools;

4. Catering supplies;

5. Flight line items (nails, personnel badges, pens, pencils, luggage tags, soda cans, etc.);

6. Apron items (paper and plastic debris from catering and freight pallets, luggage parts, and debris from ramp equipment);

7. Runway and taxiway materials (concrete and asphalt chunks, rubber joint materials, and paint chips);

8. Construction debris (pieces of wood, stones, fasteners and miscellaneous metal objects);

9. Plastic and/or polyethylene materials;

10. Natural materials (plant fragments and wildlife); and

11. Contaminants from winter conditions (snow, ice).

D. The Contractor shall provide appropriate manpower and FOD detection equipment to prevent foreign object debris from construction activities to impair and harm the operations of aircraft and personnel.

END OF SECTION 011416

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SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes certain administrative provisions for managing and coordinating construction operations, including but not limited to the following:

1. General project coordination.

2. Conservation.

3. Administrative and supervisory personnel.

4. Conferences and meetings.

5. Requests for Information (RFIs).

1.2 DEFINITIONS

A. RFI (Request for Information): Request from Contractor, on a specific form provided by the Contracting Officer, seeking interpretation or clarification of the Contract Documents.

1.3 GENERAL PROJECT COORDINATION

A. Coordination of Trades: Coordinate construction operations included in the various sections of the Specifications to provide an efficient and orderly installation of each part of the Work.

Coordinate construction operations included under different sections of the Specifications that depend on each other for proper installation, connection or operation.

1. Schedule construction operations in the sequence required to obtain the best results where the installation of one part of the Work depends on installation of other components before or after that part. If there appears to be a conflict on any of the Contract Documents between trades or components/elements of the work done by different trades, or between drawings and specifications, notify the Contracting Officer prior to procuring or installing the component/element by submitting an RFI to the Contracting Officer.

The entire set of Contract Documents together represents the entire Contract. If there is any component/element that may be indicated on one part of the Contract Documents and not on another part of the Contract Documents, the General Contractor is still fully responsible for procurement, installation, and testing of that component/element as part of his/her Contract with the Government at no additional cost to the Government. If it requires clarification, an RFI shall be submitted in advance of procurement and installation of such component/element.

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

3. Make adequate provisions to accommodate items scheduled for later installation.

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4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical.

5. Provide for coordinated incorporation of Change Orders, if applicable.

B. Notification: Where necessary, prepare and distribute memoranda to each party involved, outlining special procedures required for coordination. When applicable, include notices, list of attendees, reports and meeting minutes as part of the memoranda.

1. Prepare similar memoranda for Government if coordination of their Work is required.

C. Administrative Procedures: Coordinate scheduling and timing of administrative procedures with other construction activities to avoid conflicts and promote orderly progress of the Work.

Administrative procedures include but are not limited to the following:

1. Preparation of Contractor's Construction Schedules

2. Preparation of the Schedule of Values. The Schedule of Values shall be based on the breakdown format of the DD Form 1354.

3. Installation and removal of temporary facilities.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

8. Startup and adjustment of systems.

1.4 CONSERVATION

A. Consider conservation of energy, water and materials in the conduct of construction operation.

Salvage materials and equipment involved in the performance of, but not incorporated into, the Work. Refer to other Sections for disposition of salvaged materials that are designated as Government's property.

B. Coordination with Contracting Officer: Coordination of Work with Contracting Officer includes, but is not limited to, the following:

1. Deliveries of government furnished equipment.

2. Archaeological material, bones, or funerary objects found during construction or excavation.

3. Review of schedules, samples, plans and specifications that indicate information and recommend approval by Contracting Officer.

4. Key schedule and key cylinders: See door schedule on Drawings.

1.5 ADMINISTRATIVE AND SUPERVISORY PERSONNEL

A. In addition to the Project superintendent, the Contractor shall provide other administrative and supervisory personnel as required for proper performance of the Work.

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B. Safety and Health Officer: Provide a safety and health officer whose duties shall consist of developing and implementing safety and health programs specified in Division 1 Section "Safety and Health."

1.6 CONFERENCES AND MEETINGS

A. Preconstruction Conference: Will be scheduled by the Contracting Officer (CO). Time and location of meeting will be provided by Contracting Officer to the Contractor. All contractor personnel, to include critical/major subcontractor personnel must attend this conference. All participants at the conference shall be familiar with Project and authorized to conclude matter relating to the Work.

1. Attendees: Participants at the conference shall be familiar with the project, shall be authorized to conclude matters relating to the Work, and shall minimally include representatives of the following parties:

a. Contracting Officer.

b. Contractor.

c. Major subcontractors.

d. Major suppliers.

e. Other concerned parties.

2. Agenda: Subjects for discussion shall include items of significance that could effect progress, including but not limited to the following:

a. Protection of construction and personnel.

b. Tentative construction schedule.

c. Critical work sequencing.

d. Designation of responsible personnel.

e. Procedures for processing field decisions and Change Orders.

f. Procedures for RFIs.

g. Procedures for testing and inspecting.

h. Procedures for processing Applications for Payment.

i. Distribution of Contract Documents.

j. Submittal of Shop Drawings, Product Data, and Samples.

k. Preparation of Record Documents.

l. Construction waste management and recycling.

m. Use of the premises.

n. Work restrictions.

o. Parking availability.

p. Office, work, and storage areas.

q. Equipment deliveries and priorities.

r. Safety procedures.

s. First aid.

t. Security.

u. Housekeeping and progress cleaning.

v. Working hours.

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3. Reporting: No later than 3 calendar days after the conference, the Contractor shall distribute minutes of the conference to each party present and to other concerned parties, including the Contracting Officer.

Progress Meetings: The Contract shall conduct progress meetings at the Project Site at bi-weekly intervals. Intervals may change with the approval of the Contracting Officer.

Dates of meetings shall be coordinated with preparation of the payment request.

Attendees: In addition to the Contractor's and Contracting Officer's representatives, each subcontractor, supplier, or other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented. All participants at the conference shall be familiar with the Project and authorized to conclude matters relating to the Work.

Agenda: Review and correct or approve minutes of the previous progress meeting.

Review other items of significance that could affect progress. Include topics for discussion as appropriate to the status of the Project.

Contractor's Construction Schedule: Review progress since the last meeting.

Determine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

Review the present and future needs of each entity present, including but not limited to the following:

Interface requirements.

Time.

Sequences of operations.

Status of submittals.

Deliveries.

Off-site fabrication.

Access.

Site utilization.

Temporary facilities and controls.

Hours of work.

Hazards and risks.

Housekeeping and progress cleaning.

Quality and work standards.

Status of correction of deficient items.

Field observations.

RFIs.

Pending changes.

Change Orders.

Documentation of information for payment requests.

Updating of Record Documents.

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including the Contracting Officer. Include a brief summary, in narrative form, of progress since the previous meeting and report.

4. Schedule Updating: The Contractor shall revise the Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. The revised schedule shall be issued concurrently with the report of each meeting.

1.7 REQUESTS FOR INFORMATION (RFIs)

Procedure: Immediately on discovery of the need for information regarding the Contract Documents, and if not possible to request Information at Project meeting, prepare and submit an RFI in the form specified.

RFIs shall originate with Contractor. RFIs submitted by entities other than Contractor will be returned with no response.

Coordinate and submit RFIs electronically using Contractor-provided Website in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors.

Software-Generated RFIs: Use Electronic Form provided by Contracting Officer for RFI's.

Contractor shall provide and use website to upload and track RFI's.

Content of the RFI shall include a detailed description of the request and the following:

Project name.

Date.

Name of Contractor.

Name of Architect and Contracting Officer (CO).

RFI number, numbered sequentially.

Specification Section number and title and related paragraphs, as appropriate.

Drawing number and detail references, as appropriate.

Field dimensions and conditions, as appropriate.

Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

Contractor's signature.

Attachments: Include drawings, descriptions, measurements, photos, Product Data, Shop Drawings, and other information necessary to fully describe items needing Information.

Identify each page of attachments with the RFI number and sequential page number.

Supplementary drawings prepared by Contractor shall include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments.

Attachments shall be electronic files in Adobe Acrobat PDF format uploaded to the Contractor's website along with the RFI form.

Contracting Officer's Action: Contracting Officer (CO), or his representative (COR) will review each RFI, determine action required, and return it. Allow fifteen (15) working days for CO's or COR's response for each RFI. If the Contracting Officer or COR requires the Design Architect/Engineer-of-Record's input on an RFI, the Architect/Engineer (A/E) shall have eleven

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(11) working days to return the RFI with response back to the CO from the date of A/E receipt of the RFI from the CO or COR, or through the ebsite. The Contracting Officer will return the response to the RFI back to the Contractor (through the website). RFIs received after 1:00 p.m. will be considered as received the following working day.

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